ALLEGATO 14 VERIFICHE A LIQUEFAZIONE COMUNE DI ... · CPeT-IT v.2.0.6.89 - CPTU data presentation &...
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ALLEGATO 14 VERIFICHE A LIQUEFAZIONE COMUNE DI PORTOMAGGIORE LIVELLO 3
Transcript of ALLEGATO 14 VERIFICHE A LIQUEFAZIONE COMUNE DI ... · CPeT-IT v.2.0.6.89 - CPTU data presentation &...
ALLEGATO 14 VERIFICHE A LIQUEFAZIONE
COMUNE DI PORTOMAGGIORE LIVELLO 3
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_1
Location:
Cone resistance
qt (MPa)4321
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)4002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clayClayClay & silty claySilty sand & sandy siltClay & silty clay
ClayOrganic soil
Clay
Organic soil
Clay
Organic soilClayClay & silty clayClay & silty claySilty sand & sandy siltClay & silty claySilty sand & sandy siltClayClay
Clay
Clay & silty clay
Clay
Clay & silty clay
Clay
Clay & silty clayClay
Clay
Clay & silty clay
Clay
Clay & silty clayClay & silty clayClay & silty clayClay & silty clayClay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:48:48Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_1
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:48:48Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_2
Location:
Cone resistance
qt (MPa)15105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)1,0005000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clayClay & silty clay
Clay
Clay & silty clay
Clay
Organic soilOrganic soil
Clay
Organic soil
Clay
Organic soilClay
Clay
Clay & silty claySilty sand & sandy silt
Silty sand & sandy siltSand & silty sandSilty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Clay & silty clayClayClay & silty clayClay & silty clay
Clay & silty clayClay & silty claySilty sand & sandy siltSand & silty sandSilty sand & sandy siltSand & silty sandSand & silty sandClay & silty clay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:48:51Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_2
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)10.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:48:51Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_3
Location:
Cone resistance
qt (MPa)8642
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)6004002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clay
Clay & silty claySilty sand & sandy siltClayClay & silty clayClay & silty clay
Clay
Clay & silty clayClayClay & silty clay
Clay
Organic soilClayClay & silty clayClay & silty claySand & silty sandSand & silty sandSand & silty sandOrganic soilClayClay & silty clayClayOrganic soil
Clay
Clay & silty clay
Clay
Clay & silty clayClayClay & silty clayClay & silty claySilty sand & sandy siltSand & silty sandClay & silty clay
Clay
Clay & silty clay
Clay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:48:54Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_3
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:48:54Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_4
Location:
Cone resistance
qt (MPa)105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)4002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty claySilty sand & sandy silt
Clay
Clay & silty clay
Clay
Clay & silty claySilty sand & sandy siltSand & silty sand
Sand & silty sand
Silty sand & sandy siltSand & silty sandClayClayClayClayClaySilty sand & sandy siltClayClaySilty sand & sandy siltClay & silty clayClayClay & silty clay
Clay & silty clay
Clay
Clay
Clay & silty clayClay & silty clayClay & silty clayClay & silty clayClay & silty clayClay & silty clayClay & silty clayClay & silty clayClay & silty claySilty sand & sandy siltClay & silty clayClay & silty clayClay & silty clayClayClayClay & silty clay
Clay & silty clayClay
Clay & silty clay
ClayClay & silty clay
Clay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:48:58Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_4
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)6420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:48:58Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_5
Location:
Cone resistance
qt (MPa)2015105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)6004002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Silty sand & sandy siltClayClay & silty clay
Silty sand & sandy silt
Clay & silty clay
Clay
Clay & silty clayClay & silty clay
Clay
Clay & silty clay
Clay
Clay & silty clayClayClay & silty clayClayClay & silty claySilty sand & sandy siltClay
Clay & silty clay
ClayClay
Clay
Clay & silty claySand & silty sandSilty sand & sandy siltClaySilty sand & sandy siltClay & silty clay
Silty sand & sandy siltSilty sand & sandy siltClayClay & silty clayClayClay
ClayClay & silty clay
Sand & silty sandSilty sand & sandy siltClaySilty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:03Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_5
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)6420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:03Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_6
Location:
Cone resistance
qt (MPa)15105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)5000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clayClayClay & silty clayClaySilty sand & sandy siltClay & silty clayClayClayClayClay & silty clayClay & silty claySilty sand & sandy silt
Silty sand & sandy siltClay & silty claySand & silty sandSand & silty sand
Sand & silty sand
Silty sand & sandy siltClay & silty clayClayClay & silty clayClayClayClayClayClay & silty clay
ClayClay & silty claySilty sand & sandy silt
Sand & silty sand
Silty sand & sandy siltClayClay & silty clay
ClayClay & silty clayClayClay & silty clayClayClay & silty clayClayClay & silty clayClayClay & silty clayClay & silty clay
Sand & silty sand
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:07Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_6
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)1050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:07Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_7
Location:
Cone resistance
qt (MPa)105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)6004002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Silty sand & sandy silt
Clay
Clay & silty claySilty sand & sandy siltSand & silty sandSilty sand & sandy silt
Clay
Clay & silty clayClayClay & silty clayClay
Clay
Clay & silty clay
Clay
Clay & silty clayClayClay & silty claySilty sand & sandy siltClay
Sand & silty sand
Silty sand & sandy siltSand & silty sandSilty sand & sandy siltClay
Clay & silty clay
ClayClay & silty clayClay
Clay
Clay & silty clayClay
Clay & silty clay
ClayClayClay & silty clayClayClayClay & silty clay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:11Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_7
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)543210
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:12Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_8
Location:
Cone resistance
qt (MPa)642
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)4002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Silty sand & sandy siltClay & silty clay
ClayOrganic soilSilty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Clay
Clay & silty clayClayClayClay & silty clay
Clay
Clay & silty clayClayClay & silty clayClay & silty clayClayClayClay & silty clayClay
Clay & silty clay
Clay
Clay & silty clayClay
Clay
Clay & silty clay
Clay
Clay & silty clayClay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:17Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_8
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)3210
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:17Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_9
Location:
Cone resistance
qt (MPa)15105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)5000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Silty sand & sandy siltClay & silty clayClay & silty claySand & silty sandClay & silty clayClay & silty clay
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Clay & silty clayClayClayClay
Clay
Clay & silty clayClayClay & silty clayClayClay & silty clayClay & silty clayClay & silty clay
Clay
Clay & silty clayClayClay & silty clayClay & silty claySilty sand & sandy siltClay & silty clayClayClayClay & silty clay
ClayClay & silty claySilty sand & sandy silt
Sand & silty sand
Silty sand & sandy siltClay & silty clayClayClay & silty clay
ClayClay & silty clay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:24Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_9
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:25Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_10
Location:
Cone resistance
qt (MPa)105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)4002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clayClay & silty clay
Silty sand & sandy silt
Sand & silty sandSilty sand & sandy silt
Sand & silty sand
Silty sand & sandy siltClaySilty sand & sandy siltClay & silty clayClay & silty clayClay & silty clayClayClayClay & silty clayClay & silty clay
Clay
Clay & silty claySilty sand & sandy siltClay & silty clayClay & silty clayClay & silty claySilty sand & sandy siltSilty sand & sandy siltClay & silty clayClayClay & silty clayClay
Clay
Clay & silty claySilty sand & sandy siltSand & silty sandClayClay
Silty sand & sandy silt
Sand & silty sandSilty sand & sandy silt
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:33Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_10
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:33Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_11
Location:
Cone resistance
qt (MPa)105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)4002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
ClayClayClay & silty clayClayClayClayClayClay & silty clay
Clay
Clay & silty clayClayClay & silty claySilty sand & sandy siltClay & silty claySilty sand & sandy siltClay & silty claySilty sand & sandy siltSand & silty sandSilty sand & sandy siltClay & silty clay
Sand & silty sand
Silty sand & sandy silt
Clay & silty clay
Clay
Clay & silty clay
Clay
Clay & silty claySilty sand & sandy siltSilty sand & sandy silt
Clay & silty clayClayClayClayClay & silty clay
Clay & silty clay
Clay
ClayClay & silty clayClay
Clay & silty clayClayClay & silty clayClayClayClay & silty clay
Clay & silty clay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:40Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_11
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)43210
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:40Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_12
Location:
Cone resistance
qt (MPa)15105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)3002001000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clayClay
Clay
Organic soil
Clay
Organic soilClayClay & silty clayClay
Clay
Clay & silty clayClay & silty clay
Clay
Clay & silty clay
Clay
Clay & silty clayClay & silty claySilty sand & sandy siltSand & silty sandSilty sand & sandy siltSand & silty sandSilty sand & sandy siltClay & silty claySilty sand & sandy silt
Sand & silty sand
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:45Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.00 mPortomaggiore
CPT: PO_Cptu_12
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)1.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:45Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 30.30 mPortomaggiore
CPT: PO_Scptu_1
Location:
Cone resistance
qt (MPa)2015105
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Norm. friction ratio Pore pressure
u (kPa)5000
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Soil Behaviour Type
Clay & silty clayClay & silty claySilty sand & sandy siltSand & silty sandSilty sand & sandy silt
Sand & silty sand
Silty sand & sandy silt
Sand & silty sand
Silty sand & sandy siltClay & silty clayClayClay & silty claySilty sand & sandy siltClay & silty clayClay
Organic soilClay
Clay
Organic soilClay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:51Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 30.30 mPortomaggiore
CPT: PO_Scptu_1
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)20151050
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:49:52Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 30.30 mPortomaggiore
CPT: PO_Scptu_2
Location:
Cone resistance
qt (MPa)1050
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Norm. friction ratio Pore pressure
u (kPa)5000
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Soil Behaviour Type
Silty sand & sandy siltSilty sand & sandy siltClayClaySilty sand & sandy silt
Silty sand & sandy silt
ClayClay & silty clay
Clay
Clay & silty clay
Clay
Clay & silty clayClayClay & silty clay
Clay & silty clay
Clay
Clay & silty claySilty sand & sandy siltSilty sand & sandy siltSand & silty sandSilty sand & sandy silt
Clay & silty clayClayClayClay & silty clayClay & silty claySilty sand & sandy siltSilty sand & sandy silt
Clay
Clay & silty clayClay & silty clayClayClayClay & silty clay
Sand & silty sand
Silty sand & sandy siltClay & silty clayClay & silty clay
Clay
Clay & silty clayClayClay & silty clay
ClayClay & silty clayClayClay & silty clayClay & silty clayClayClay & silty clayClay & silty clayClayClay & silty clay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:50:00Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 30.30 mPortomaggiore
CPT: PO_Scptu_2
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)3210
Dep
th (
m)
3029.5
2928.5
2827.5
2726.5
2625.5
2524.5
2423.5
2322.5
2221.5
2120.5
2019.5
1918.5
1817.5
1716.5
1615.5
1514.5
1413.5
1312.5
1211.5
1110.5
109.5
98.5
87.5
76.5
65.5
54.5
43.5
32.5
21.5
10.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.27
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 15:50:00Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\Portomaggiore_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.40 mDati da MS II livelllo Argenta-Ostellato-Portomaggiore
CPT: MS2_CPTU7_PO
Location:
Cone resistance
qt (MPa)654321
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)4002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clayClay & silty claySilty sand & sandy siltClayClay & silty claySilty sand & sandy siltClay & silty clay
Clay
Clay & silty clay
Clay
Clay & silty clay
Clay
Clay & silty clayClay & silty clay
Clay
Clay & silty clayClay & silty clay
ClayClay & silty clayClayClay & silty clayClay & silty clayClaySilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy silt
Sand & silty sand
Silty sand & sandy siltClay & silty clay
Clay
Clay & silty clayClay & silty clay
Clay
Clay & silty clayClayClay & silty clayClay & silty clayClay & silty clayClayClay & silty clayClayClay & silty clayClay & silty clay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.22
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 16:43:13Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\giu2017\MS2_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.40 mDati da MS II livelllo Argenta-Ostellato-Portomaggiore
CPT: MS2_CPTU7_PO
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.22
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 16:43:14Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\giu2017\MS2_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.40 mDati da MS II livelllo Argenta-Ostellato-Portomaggiore
CPT: MS2_CPTU8_PO
Location:
Cone resistance
qt (MPa)2015105
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)4002000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clay
Clay & silty claySilty sand & sandy siltClayClay & silty claySilty sand & sandy siltClayClay & silty clay
Silty sand & sandy silt
Sand & silty sand
Clay
Clay & silty clayClay & silty clayClay
Clay
Clay & silty clayClayOrganic soilClayClay & silty clayClay & silty clayClay & silty clayClayClayClay & silty clay
Clay
Clay & silty clayClayClay & silty clayClay
Clay & silty clayClaySand & silty sandClay & silty clayClayClay & silty clay
Sand & silty sand
SandSilty sand & sandy siltClay
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.22
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 16:43:18Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\giu2017\MS2_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.40 mDati da MS II livelllo Argenta-Ostellato-Portomaggiore
CPT: MS2_CPTU8_PO
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)6420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.22
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 16:43:18Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\giu2017\MS2_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.40 mDati da MS II livelllo Argenta-Ostellato-Portomaggiore
CPT: MS2_CPTU6_PO
Location:
Cone resistance
qt (MPa)8642
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Cone resistance Norm. friction ratio
Fr (%)1086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Norm. friction ratio Pore pressure
u (kPa)3002001000
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Pore pressure
Insitu
Soil Behaviour Type
SBT (Robertson et al. 1986)181614121086420
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Soil Behaviour Type
Clay & silty clayClay & silty claySilty sand & sandy silt
Clay
Clay & silty clayClay & silty clay
Clay
Organic soilClaySilty sand & sandy siltSand & silty sand
Silty sand & sandy siltClay
Clay
Organic soil
Clay
Organic soilClayOrganic soilClayClay & silty claySilty sand & sandy siltSand & silty sand
Silty sand & sandy silt
Clay & silty clay
Sand & silty sand
Silty sand & sandy silt
Clay
Clay & silty clayClayClay & silty clay
ClayClay & silty clayClay & silty clayClay & silty clayClay & silty clayClaySilty sand & sandy silt
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.22
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 16:43:23Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\giu2017\MS2_Robertson_2009_CSR_Custom.clq
Project: MS III° Livello - Unione Comuni Valli e Delizie
Engeo s.r.l.via Adorni, 243121 Parmawww.engeo.it
Total depth: 20.40 mDati da MS II livelllo Argenta-Ostellato-Portomaggiore
CPT: MS2_CPTU6_PO
Location:
CRR plot
CRR & CSR0.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0CRR plot FS Plot
Factor of safety21.510.50
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0FS Plot LPI
Liquefaction potential20151050
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0LPI Vertical settlements
Settlement (cm)10.80.60.40.20
Dep
th (
m)
20
19.5
19
18.5
18
17.5
17
16.5
16
15.5
15
14.5
14
13.5
13
12.5
12
11.5
11
10.5
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0Vertical settlements
Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:
NCEER (1998)NCEER (1998)Based on Ic value6.140.22
G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:
2.00 m0.00 m32.60Based on SBT
Use fill:Fill height:Fill weight:Trans. detect. applied:Kσ applied:
NoN/AN/AYesYes
Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:
Sands onlyYes20.00 mMethod based
CPeT-IT v.2.0.6.89 - CPTU data presentation & interpretation software - Report created on: 21/06/2017, 16:43:24Project file: D:\Documenti Attivi\VLDZ.00.1610 - MZS Comuni Valli e Delizie\accessori\Liquefazione\giu2017\MS2_Robertson_2009_CSR_Custom.clq
