S P T B A S E D L I Q UE FA C T I O N A NA L YS IS R E P O R T

Project title : SPT Name: SM-58-P1-Copy

Location :
:: Input parameters and analysis properties ::
Analysis method: Boulanger & Idriss, 2014 G.W.T. (in-situ): 1.00 m
Fines correction method: Boulanger & Idriss, 2014 G.W.T. (earthq.): 1.00 m
Sampling method: Standard Sampler Earthquake magnitude M w: 6.50
Borehole diameter: 65mm to 115mm Peak ground acceleration: 0.18 g
Rod length: 1.00 m Eq. external load: 0.00 kPa
Hammer energy ratio: 1.00

Raw
Raw
SPTSPT
Data
Data CSR
CSR
- CRR
- CRR
Plot
Plot FS F
Plot
S Plot LPILPI

Insitu During earthq. During earthq. During earthq.

2 2 2 2

4 4 4 4

6 6 6 6

8 8 8 8

10 10 10 10

12 12 12 12
Depth (m)

Depth (m)

Depth (m)

Depth (m)
14 14 14 14

16 16 16 16

18 18 18 18

20 20 20 20

22 22 22 22

24 24 24 24

26 26 26 26

28 28 28 28

30 30 30 30

0 10 20 30 40 50 0 0 .2 0 .4 0 .6 0 .8 1 0 0 .5 1 1 .5 2 0 2 4
SPT C ount (blows/30cm) C SR - C RR Factor of Safety Liquefaction potential

CRRCRR
7.507.50
clean
clean
sand
sand
curve
curve
0 .8 F.S. color scheme
Liquefaction Almost certain it will liquefy
Very likely to liquefy
0 .7 Liquefaction and no liq. are equally likely
Unlike to liquefy
Almost certain it will not liquefy
0 .6
Cyclic Stress Ratio*

LPI color scheme

0 .5 Very high risk
High risk
Low risk
0 .4

0 .3

0 .2

0 .1

No Liquefaction
0 .0
0 5 10 15 20 25 30 35 40 45 50
C orrected Blow C ount N1(60),cs

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 1

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Overall Liquefaction Assessment Analysis Plots ::

RawRaw
SPTSPT
Data
Data CSR
CSR
- CRR
- CRR
Plot
Plot FS FS
Plot
Plot Vertical
Vertical
Liq.Liq.
Settlements
Settlements Lateral
Lateral
Liq.Liq.
Displacements
Displacements

1 1 1 1 1
Insitu During earthq. During earthq. During earthq. During earthq.
2 2 2 2 2

3 3 3 3 3
4 4 4 4 4
5 5 5 5 5

6 6 6 6 6

7 7 7 7 7
8 8 8 8 8
9 9 9 9 9
10 10 10 10 10
11 11 11 11 11
12 12 12 12 12
13 13 13 13 13
14 14 14 14 14
Depth (m)

Depth (m)

Depth (m)

Depth (m)

Depth (m)
15 15 15 15 15
16 16 16 16 16
17 17 17 17 17
18 18 18 18 18
19 19 19 19 19
20 20 20 20 20
21 21 21 21 21
22 22 22 22 22
23 23 23 23 23
24 24 24 24 24
25 25 25 25 25
26 26 26 26 26
27 27 27 27 27
28 28 28 28 28
29 29 29 29 29
30 30 30 30 30
31 31 31 31 31
0 10 20 30 40 50 0 0 .2 0 .4 0 .6 0 .8 1 0 0 .5 1 1 .5 2 0 0
SPT C ount (blows/30cm) C SR - C RR Factor of Safety C uml. Settlement (cm) C uml. Displacement (m)

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 2

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Field input data ::

Test SPT Field Fines Unit Infl. Can

Depth Value Content Weight Thickness Liquefy
(m) (blows) (%) (kN/m³) (m)

0.30 7 0.00 17.43 0.00 Yes

0.90 7 0.00 17.43 0.00 Yes
1.45 10 0.00 18.18 0.00 Yes
1.90 10 61.00 18.18 0.00 Yes
2.35 10 72.00 18.18 0.00 Yes
2.80 10 72.00 18.18 0.00 Yes
3.25 10 58.00 18.04 0.00 Yes
3.70 13 11.00 18.04 0.00 Yes
4.15 13 9.00 18.04 0.00 Yes
4.60 13 2.00 18.04 0.00 Yes
5.05 13 4.00 18.04 0.00 Yes
5.50 13 3.00 18.04 0.00 Yes
5.95 13 3.00 18.04 0.00 Yes
6.40 13 3.00 18.04 0.00 Yes
6.85 13 3.00 18.04 0.00 Yes
7.30 13 3.00 18.04 0.00 Yes
7.75 13 3.00 18.04 0.00 Yes
8.20 13 3.00 18.04 0.00 Yes
8.65 13 3.00 18.04 0.00 Yes
9.10 13 3.00 18.04 0.00 Yes
9.55 13 3.00 18.04 0.00 Yes
10.00 13 3.00 18.04 0.00 Yes
10.45 13 3.00 18.04 0.00 Yes
10.90 13 3.00 18.04 0.00 Yes
11.35 13 3.00 18.04 0.00 Yes
11.80 13 27.00 18.04 0.00 Yes
12.25 13 27.00 18.04 0.00 Yes
12.70 13 27.00 18.04 0.00 Yes
13.15 13 27.00 18.04 0.00 Yes
13.60 13 27.00 18.04 0.00 Yes
14.05 13 3.00 18.04 0.00 Yes
14.50 13 3.00 18.04 0.00 Yes
14.95 13 7.00 18.04 0.00 Yes
15.40 11 7.00 16.80 0.00 No
15.85 2 62.00 16.80 0.00 No
16.30 1 62.00 16.80 0.00 No
16.75 11 62.00 16.80 0.00 No
17.20 3 48.00 16.80 0.00 No
17.65 7 68.00 16.80 0.00 No
18.10 8 68.00 16.80 0.00 Yes
18.55 16 68.00 17.40 0.00 Yes
19.00 24 68.00 17.40 0.00 Yes
19.45 15 35.00 17.40 0.00 Yes
19.90 25 35.00 17.40 0.00 Yes
20.35 12 8.00 17.40 0.00 Yes
20.80 27 8.00 19.71 0.00 Yes
21.25 28 8.00 19.71 0.00 Yes
21.70 36 8.00 19.71 0.00 Yes

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 3

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Field input data ::

Test SPT Field Fines Unit Infl. Can

Depth Value Content Weight Thickness Liquefy
(m) (blows) (%) (kN/m³) (m)

22.15 35 8.00 19.71 0.00 Yes

22.60 50 8.00 19.71 0.00 Yes
23.05 50 8.00 19.71 0.00 Yes
23.50 33 8.00 19.71 0.00 Yes
23.95 43 8.00 19.71 0.00 Yes
24.40 50 6.00 19.71 0.00 Yes
24.85 43 6.00 19.71 0.00 Yes
25.30 50 6.00 19.71 0.00 Yes
25.75 50 6.00 19.71 0.00 Yes
26.20 48 6.00 19.71 0.00 Yes
26.65 50 6.00 19.71 0.00 Yes
27.10 50 8.00 19.71 0.00 Yes
27.55 50 8.00 19.71 0.00 Yes
28.00 44 8.00 19.71 0.00 Yes
28.45 50 8.00 19.71 0.00 Yes
28.90 48 29.00 19.71 0.00 Yes
29.35 50 29.00 19.71 0.00 Yes
29.80 76 29.00 19.71 0.00 Yes
30.25 57 29.00 19.71 0.00 Yes
30.70 49 18.00 19.71 0.00 Yes
31.15 50 18.00 19.71 0.00 Yes

Abbreviations
Depth: Depth at which test was performed (m)
SPT Field Value: Number of blows per 30 cm
Fines Content: Fines content at test depth (%)
Unit Weight: Unit weight at test depth (kN/m³)
Infl. Thickness: Thickness of the soil layer to be considered in settlements analysis (m)
Can Liquefy: User defined switch for excluding/including test depth from the analysis procedure

:: Cyclic Resistance Ratio (CRR) calculation data ::

Depth SPT Unit σv uo σ'vo m CN CE CB CR CS (N1 )6 0 FC Δ(Ν1 )6 0 (N1 )6 0 cs CRR7 .5

(m) Field Weight (kPa) (kPa) (kPa) (%)
Value (kN/m³)

0.30 7 17.43 5.23 0.00 5.23 0.55 1.70 1.00 1.00 0.75 1.00 9 0.00 0.00 9 4.000
0.90 7 17.43 15.69 0.00 15.69 0.55 1.70 1.00 1.00 0.75 1.00 9 0.00 0.00 9 4.000
1.45 10 18.18 25.69 4.41 21.27 0.51 1.70 1.00 1.00 0.75 1.00 13 0.00 0.00 13 0.140
1.90 10 18.18 33.87 8.83 25.04 0.42 1.70 1.00 1.00 0.75 1.00 13 61.00 5.60 19 0.194
2.35 10 18.18 42.05 13.24 28.80 0.42 1.69 1.00 1.00 0.80 1.00 13 72.00 5.57 19 0.194
2.80 10 18.18 50.23 17.66 32.57 0.42 1.62 1.00 1.00 0.80 1.00 13 72.00 5.57 19 0.194
3.25 10 18.04 58.35 22.07 36.27 0.43 1.55 1.00 1.00 0.85 1.00 13 58.00 5.61 19 0.194
3.70 13 18.04 66.47 26.49 39.98 0.45 1.51 1.00 1.00 0.85 1.00 17 11.00 1.61 19 0.194
4.15 13 18.04 74.58 30.90 43.68 0.46 1.48 1.00 1.00 0.85 1.00 16 9.00 0.72 17 0.174
4.60 13 18.04 82.70 35.32 47.39 0.48 1.44 1.00 1.00 0.85 1.00 16 2.00 0.00 16 0.165
5.05 13 18.04 90.82 39.73 51.09 0.47 1.38 1.00 1.00 0.95 1.00 17 4.00 0.00 17 0.174
5.50 13 18.04 98.94 44.15 54.79 0.47 1.33 1.00 1.00 0.95 1.00 16 3.00 0.00 16 0.165
5.95 13 18.04 107.06 48.56 58.50 0.48 1.30 1.00 1.00 0.95 1.00 16 3.00 0.00 16 0.165
6.40 13 18.04 115.17 52.97 62.20 0.48 1.26 1.00 1.00 0.95 1.00 16 3.00 0.00 16 0.165
6.85 13 18.04 123.29 57.39 65.90 0.48 1.23 1.00 1.00 0.95 1.00 15 3.00 0.00 15 0.156
7.30 13 18.04 131.41 61.80 69.61 0.49 1.20 1.00 1.00 0.95 1.00 15 3.00 0.00 15 0.156

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 4

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Cyclic Resistance Ratio (CRR) calculation data ::

Depth SPT Unit σv uo σ'vo m CN CE CB CR CS (N1 )6 0 FC Δ(Ν1 )6 0 (N1 )6 0 cs CRR7 .5

(m) Field Weight (kPa) (kPa) (kPa) (%)
Value (kN/m³)

7.75 13 18.04 139.53 66.22 73.31 0.49 1.17 1.00 1.00 0.95 1.00 14 3.00 0.00 14 0.148
8.20 13 18.04 147.65 70.63 77.01 0.50 1.14 1.00 1.00 0.95 1.00 14 3.00 0.00 14 0.148
8.65 13 18.04 155.76 75.05 80.72 0.50 1.12 1.00 1.00 0.95 1.00 14 3.00 0.00 14 0.148
9.10 13 18.04 163.88 79.46 84.42 0.49 1.09 1.00 1.00 1.00 1.00 14 3.00 0.00 14 0.148
9.55 13 18.04 172.00 83.88 88.12 0.50 1.07 1.00 1.00 1.00 1.00 14 3.00 0.00 14 0.148
10.00 13 18.04 180.12 88.29 91.83 0.50 1.05 1.00 1.00 1.00 1.00 14 3.00 0.00 14 0.148
10.45 13 18.04 188.24 92.70 95.53 0.50 1.03 1.00 1.00 1.00 1.00 13 3.00 0.00 13 0.140
10.90 13 18.04 196.35 97.12 99.23 0.51 1.01 1.00 1.00 1.00 1.00 13 3.00 0.00 13 0.140
11.35 13 18.04 204.47 101.53 102.94 0.51 0.99 1.00 1.00 1.00 1.00 13 3.00 0.00 13 0.140
11.80 13 18.04 212.59 105.95 106.64 0.46 0.98 1.00 1.00 1.00 1.00 13 27.00 5.21 18 0.184
12.25 13 18.04 220.71 110.36 110.34 0.46 0.96 1.00 1.00 1.00 1.00 12 27.00 5.21 17 0.174
12.70 13 18.04 228.83 114.78 114.05 0.47 0.95 1.00 1.00 1.00 1.00 12 27.00 5.21 17 0.174
13.15 13 18.04 236.94 119.19 117.75 0.47 0.93 1.00 1.00 1.00 1.00 12 27.00 5.21 17 0.174
13.60 13 18.04 245.06 123.61 121.46 0.47 0.92 1.00 1.00 1.00 1.00 12 27.00 5.21 17 0.174
14.05 13 18.04 253.18 128.02 125.16 0.52 0.89 1.00 1.00 1.00 1.00 12 3.00 0.00 12 0.132
14.50 13 18.04 261.30 132.44 128.86 0.52 0.88 1.00 1.00 1.00 1.00 11 3.00 0.00 11 0.125
14.95 13 18.04 269.42 136.85 132.57 0.52 0.87 1.00 1.00 1.00 1.00 11 7.00 0.14 11 0.125
15.40 11 16.80 276.98 141.26 135.71 0.55 0.85 1.00 1.00 1.00 1.00 9 7.00 0.14 9 4.000
15.85 2 16.80 284.54 145.68 138.86 0.59 0.83 1.00 1.00 1.00 1.00 2 62.00 5.60 8 4.000
16.30 1 16.80 292.10 150.09 142.00 0.61 0.81 1.00 1.00 1.00 1.00 1 62.00 5.60 7 4.000
16.75 11 16.80 299.66 154.51 145.15 0.50 0.83 1.00 1.00 1.00 1.00 9 62.00 5.60 15 4.000
17.20 3 16.80 307.22 158.92 148.29 0.58 0.80 1.00 1.00 1.00 1.00 2 48.00 5.61 8 4.000
17.65 7 16.80 314.78 163.34 151.44 0.54 0.80 1.00 1.00 1.00 1.00 6 68.00 5.58 12 4.000
18.10 8 16.80 322.34 167.75 154.58 0.53 0.80 1.00 1.00 1.00 1.00 6 68.00 5.58 12 0.132
18.55 16 17.40 330.17 172.17 158.00 0.46 0.81 1.00 1.00 1.00 1.00 13 68.00 5.58 19 0.194
19.00 24 17.40 338.00 176.58 161.42 0.40 0.83 1.00 1.00 1.00 1.00 20 68.00 5.58 26 0.316
19.45 15 17.40 345.83 180.99 164.83 0.47 0.79 1.00 1.00 1.00 1.00 12 35.00 5.51 18 0.184
19.90 25 17.40 353.66 185.41 168.25 0.40 0.81 1.00 1.00 1.00 1.00 20 35.00 5.51 26 0.316
20.35 12 17.40 361.49 189.82 171.66 0.55 0.75 1.00 1.00 1.00 1.00 9 8.00 0.37 9 0.111
20.80 27 19.71 370.35 194.24 176.12 0.43 0.79 1.00 1.00 1.00 1.00 21 8.00 0.37 21 0.219
21.25 28 19.71 379.22 198.65 180.57 0.42 0.78 1.00 1.00 1.00 1.00 22 8.00 0.37 22 0.233
21.70 36 19.71 388.09 203.07 185.03 0.37 0.80 1.00 1.00 1.00 1.00 29 8.00 0.37 29 0.429
22.15 35 19.71 396.96 207.48 189.48 0.38 0.79 1.00 1.00 1.00 1.00 28 8.00 0.37 28 0.384
22.60 50 19.71 405.83 211.90 193.94 0.29 0.83 1.00 1.00 1.00 1.00 41 8.00 0.37 41 4.000
23.05 50 19.71 414.70 216.31 198.39 0.29 0.82 1.00 1.00 1.00 1.00 41 8.00 0.37 41 4.000
23.50 33 19.71 423.57 220.73 202.85 0.40 0.76 1.00 1.00 1.00 1.00 25 8.00 0.37 25 0.290
23.95 43 19.71 432.44 225.14 207.30 0.34 0.79 1.00 1.00 1.00 1.00 34 8.00 0.37 34 4.000
24.40 50 19.71 441.31 229.55 211.76 0.30 0.80 1.00 1.00 1.00 1.00 40 6.00 0.03 40 4.000
24.85 43 19.71 450.18 233.97 216.21 0.34 0.77 1.00 1.00 1.00 1.00 33 6.00 0.03 33 4.000
25.30 50 19.71 459.05 238.38 220.67 0.30 0.79 1.00 1.00 1.00 1.00 40 6.00 0.03 40 4.000
25.75 50 19.71 467.92 242.80 225.12 0.30 0.78 1.00 1.00 1.00 1.00 39 6.00 0.03 39 4.000
26.20 48 19.71 476.79 247.21 229.58 0.32 0.77 1.00 1.00 1.00 1.00 37 6.00 0.03 37 4.000
26.65 50 19.71 485.66 251.63 234.03 0.31 0.77 1.00 1.00 1.00 1.00 39 6.00 0.03 39 4.000
27.10 50 19.71 494.53 256.04 238.49 0.31 0.77 1.00 1.00 1.00 1.00 38 8.00 0.37 38 4.000
27.55 50 19.71 503.40 260.46 242.94 0.31 0.76 1.00 1.00 1.00 1.00 38 8.00 0.37 38 4.000
28.00 44 19.71 512.27 264.87 247.40 0.35 0.73 1.00 1.00 1.00 1.00 32 8.00 0.37 32 4.000
28.45 50 19.71 521.14 269.28 251.85 0.31 0.75 1.00 1.00 1.00 1.00 38 8.00 0.37 38 4.000
28.90 48 19.71 530.01 273.70 256.31 0.30 0.76 1.00 1.00 1.00 1.00 36 29.00 5.32 41 4.000

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 5

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Cyclic Resistance Ratio (CRR) calculation data ::

Depth SPT Unit σv uo σ'vo m CN CE CB CR CS (N1 )6 0 FC Δ(Ν1 )6 0 (N1 )6 0 cs CRR7 .5

(m) Field Weight (kPa) (kPa) (kPa) (%)
Value (kN/m³)

29.35 50 19.71 538.88 278.11 260.76 0.29 0.76 1.00 1.00 1.00 1.00 38 29.00 5.32 43 4.000
29.80 76 19.71 547.74 282.53 265.22 0.26 0.78 1.00 1.00 1.00 1.00 59 29.00 5.32 64 4.000
30.25 57 19.71 556.61 286.94 269.67 0.26 0.77 1.00 1.00 1.00 1.00 44 29.00 5.32 49 4.000
30.70 49 19.71 565.48 291.36 274.13 0.30 0.74 1.00 1.00 1.00 1.00 36 18.00 4.09 40 4.000
31.15 50 19.71 574.35 295.77 278.58 0.30 0.74 1.00 1.00 1.00 1.00 37 18.00 4.09 41 4.000

Abbreviations
σv : Total stress during SPT test (kPa)
uo : Water pore pressure during SPT test (kPa)
σ'v o : Effective overburden pressure during SPT test (kPa)
m: Stress exponent normalization factor
CN : Overburden corretion factor
CE : Energy correction factor
CB: Borehole diameter correction factor
CR : Rod length correction factor
CS : Liner correction factor
N1(60) : Corrected N SPT to a 60% energy ratio
Δ(Ν1 )60 Equivalent clean sand adjustment
N1 (60) cs : Corected N 1(60) value for fines content
CRR 7.5 : Cyclic resistance ratio for M=7.5

:: Cyclic Stress Ratio calculation (CSR fully adjusted and normalized) ::

Depth Unit σv ,e q uo ,e q σ'v o,eq rd α CSR MSFma x (N1 )6 0 cs MSF CSR e q ,M =7 .5 Ksig ma CSR * FS
(m) Weight (kPa) (kPa) (kPa)
(kN/m³)

0.30 17.43 5.23 0.00 5.23 1.00 1.00 0.117 1.17 9 1.06 0.110 1.10 0.100 2.000
0.90 17.43 15.69 0.00 15.69 1.00 1.00 0.117 1.17 9 1.06 0.110 1.10 0.100 2.000
1.45 18.18 25.69 4.41 21.27 0.99 1.00 0.140 1.26 13 1.10 0.127 1.10 0.116 1.209
1.90 18.18 33.87 8.83 25.04 0.98 1.00 0.156 1.45 19 1.17 0.133 1.10 0.121 1.607
2.35 18.18 42.05 13.24 28.80 0.98 1.00 0.167 1.45 19 1.17 0.143 1.10 0.130 1.500
2.80 18.18 50.23 17.66 32.57 0.97 1.00 0.175 1.45 19 1.17 0.149 1.10 0.136 1.430
3.25 18.04 58.35 22.07 36.27 0.96 1.00 0.181 1.45 19 1.17 0.155 1.10 0.141 1.381
3.70 18.04 66.47 26.49 39.98 0.96 1.00 0.186 1.45 19 1.17 0.159 1.10 0.144 1.346
4.15 18.04 74.58 30.90 43.68 0.95 1.00 0.189 1.38 17 1.14 0.166 1.10 0.150 1.156
4.60 18.04 82.70 35.32 47.39 0.94 1.00 0.192 1.35 16 1.13 0.170 1.09 0.156 1.056
5.05 18.04 90.82 39.73 51.09 0.93 1.00 0.194 1.38 17 1.14 0.169 1.08 0.157 1.110
5.50 18.04 98.94 44.15 54.79 0.92 1.00 0.195 1.35 16 1.13 0.172 1.07 0.161 1.023
5.95 18.04 107.06 48.56 58.50 0.91 1.00 0.196 1.35 16 1.13 0.173 1.06 0.163 1.012
6.40 18.04 115.17 52.97 62.20 0.91 1.00 0.196 1.35 16 1.13 0.173 1.06 0.164 1.003
6.85 18.04 123.29 57.39 65.90 0.90 1.00 0.196 1.32 15 1.12 0.175 1.05 0.167 0.933
7.30 18.04 131.41 61.80 69.61 0.89 1.00 0.196 1.32 15 1.12 0.175 1.04 0.168 0.929
7.75 18.04 139.53 66.22 73.31 0.88 1.00 0.196 1.29 14 1.11 0.176 1.03 0.171 0.867
8.20 18.04 147.65 70.63 77.01 0.87 1.00 0.195 1.29 14 1.11 0.176 1.03 0.171 0.866
8.65 18.04 155.76 75.05 80.72 0.86 1.00 0.194 1.29 14 1.11 0.175 1.02 0.171 0.865
9.10 18.04 163.88 79.46 84.42 0.85 1.00 0.193 1.29 14 1.11 0.174 1.02 0.171 0.866
9.55 18.04 172.00 83.88 88.12 0.84 1.00 0.192 1.29 14 1.11 0.173 1.01 0.171 0.867
10.00 18.04 180.12 88.29 91.83 0.83 1.00 0.191 1.29 14 1.11 0.172 1.01 0.170 0.869
10.45 18.04 188.24 92.70 95.53 0.82 1.00 0.189 1.26 13 1.10 0.172 1.01 0.171 0.818
10.90 18.04 196.35 97.12 99.23 0.81 1.00 0.188 1.26 13 1.10 0.171 1.00 0.171 0.821
11.35 18.04 204.47 101.53 102.94 0.80 1.00 0.186 1.26 13 1.10 0.170 1.00 0.170 0.824
11.80 18.04 212.59 105.95 106.64 0.79 1.00 0.185 1.42 18 1.16 0.160 0.99 0.161 1.144
12.25 18.04 220.71 110.36 110.34 0.78 1.00 0.183 1.38 17 1.14 0.160 0.99 0.162 1.076

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 6

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Cyclic Stress Ratio calculation (CSR fully adjusted and normalized) ::

Depth Unit σv ,e q uo ,e q σ'v o,eq rd α CSR MSFma x (N1 )6 0 cs MSF CSR e q ,M =7 .5 Ksig ma CSR * FS
(m) Weight (kPa) (kPa) (kPa)
(kN/m³)

12.70 18.04 228.83 114.78 114.05 0.77 1.00 0.181 1.38 17 1.14 0.158 0.99 0.161 1.082
13.15 18.04 236.94 119.19 117.75 0.76 1.00 0.179 1.38 17 1.14 0.157 0.98 0.160 1.088
13.60 18.04 245.06 123.61 121.46 0.75 1.00 0.178 1.38 17 1.14 0.155 0.98 0.159 1.095
14.05 18.04 253.18 128.02 125.16 0.74 1.00 0.176 1.24 12 1.09 0.162 0.98 0.165 0.802
14.50 18.04 261.30 132.44 128.86 0.73 1.00 0.174 1.21 11 1.08 0.161 0.98 0.165 0.758
14.95 18.04 269.42 136.85 132.57 0.72 1.00 0.172 1.21 11 1.08 0.160 0.97 0.164 0.764
15.40 16.80 276.98 141.26 135.71 0.72 1.00 0.171 1.17 9 1.06 0.160 0.97 0.165 2.000
15.85 16.80 284.54 145.68 138.86 0.71 1.00 0.169 1.15 8 1.06 0.160 0.97 0.164 2.000
16.30 16.80 292.10 150.09 142.00 0.70 1.00 0.168 1.14 7 1.05 0.159 0.97 0.164 2.000
16.75 16.80 299.66 154.51 145.15 0.69 1.00 0.166 1.32 15 1.12 0.149 0.96 0.155 2.000
17.20 16.80 307.22 158.92 148.29 0.68 1.00 0.165 1.15 8 1.06 0.156 0.97 0.161 2.000
17.65 16.80 314.78 163.34 151.44 0.67 1.00 0.163 1.24 12 1.09 0.150 0.96 0.156 2.000
18.10 16.80 322.34 167.75 154.58 0.66 1.00 0.162 1.24 12 1.09 0.149 0.96 0.155 0.854
18.55 17.40 330.17 172.17 158.00 0.65 1.00 0.160 1.45 19 1.17 0.137 0.94 0.145 1.340
19.00 17.40 338.00 176.58 161.42 0.65 1.00 0.158 1.77 26 1.29 0.123 0.92 0.133 2.000
19.45 17.40 345.83 180.99 164.83 0.64 1.00 0.157 1.42 18 1.16 0.136 0.94 0.144 1.274
19.90 17.40 353.66 185.41 168.25 0.63 1.00 0.155 1.77 26 1.29 0.120 0.91 0.132 2.000
20.35 17.40 361.49 189.82 171.66 0.62 1.00 0.154 1.17 9 1.06 0.144 0.95 0.151 0.735
20.80 19.71 370.35 194.24 176.12 0.62 1.00 0.152 1.53 21 1.20 0.126 0.92 0.137 1.600
21.25 19.71 379.22 198.65 180.57 0.61 1.00 0.150 1.58 22 1.22 0.123 0.92 0.134 1.738
21.70 19.71 388.09 203.07 185.03 0.60 1.00 0.148 1.94 29 1.35 0.109 0.88 0.124 2.000
22.15 19.71 396.96 207.48 189.48 0.60 1.00 0.146 1.88 28 1.33 0.110 0.88 0.124 2.000
22.60 19.71 405.83 211.90 193.94 0.59 1.00 0.144 2.20 41 1.45 0.099 0.81 0.123 2.000
23.05 19.71 414.70 216.31 198.39 0.58 1.00 0.142 2.20 41 1.45 0.098 0.80 0.122 2.000
23.50 19.71 423.57 220.73 202.85 0.58 1.00 0.141 1.72 25 1.27 0.111 0.89 0.125 2.000
23.95 19.71 432.44 225.14 207.30 0.57 1.00 0.139 2.20 34 1.45 0.096 0.82 0.117 2.000
24.40 19.71 441.31 229.55 211.76 0.56 1.00 0.138 2.20 40 1.45 0.095 0.78 0.121 2.000
24.85 19.71 450.18 233.97 216.21 0.56 1.00 0.136 2.19 33 1.45 0.094 0.82 0.115 2.000
25.30 19.71 459.05 238.38 220.67 0.55 1.00 0.135 2.20 40 1.45 0.093 0.77 0.121 2.000
25.75 19.71 467.92 242.80 225.12 0.55 1.00 0.134 2.20 39 1.45 0.092 0.76 0.120 2.000
26.20 19.71 476.79 247.21 229.58 0.54 1.00 0.132 2.20 37 1.45 0.091 0.76 0.120 2.000
26.65 19.71 485.66 251.63 234.03 0.54 1.00 0.131 2.20 39 1.45 0.090 0.75 0.120 2.000
27.10 19.71 494.53 256.04 238.49 0.54 1.00 0.130 2.20 38 1.45 0.089 0.75 0.120 2.000
27.55 19.71 503.40 260.46 242.94 0.53 1.00 0.129 2.20 38 1.45 0.089 0.74 0.120 2.000
28.00 19.71 512.27 264.87 247.40 0.53 1.00 0.128 2.12 32 1.42 0.090 0.80 0.112 2.000
28.45 19.71 521.14 269.28 251.85 0.52 1.00 0.127 2.20 38 1.45 0.087 0.73 0.119 2.000
28.90 19.71 530.01 273.70 256.31 0.52 1.00 0.126 2.20 41 1.45 0.087 0.73 0.119 2.000
29.35 19.71 538.88 278.11 260.76 0.52 1.00 0.125 2.20 43 1.45 0.086 0.72 0.119 2.000
29.80 19.71 547.74 282.53 265.22 0.51 1.00 0.124 2.20 64 1.45 0.086 0.72 0.119 2.000
30.25 19.71 556.61 286.94 269.67 0.51 1.00 0.123 2.20 49 1.45 0.085 0.71 0.120 2.000
30.70 19.71 565.48 291.36 274.13 0.51 1.00 0.123 2.20 40 1.45 0.085 0.71 0.120 2.000
31.15 19.71 574.35 295.77 278.58 0.51 1.00 0.122 2.20 41 1.45 0.084 0.70 0.120 2.000

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 7

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Cyclic Stress Ratio calculation (CSR fully adjusted and normalized) ::

Depth Unit σv ,e q uo ,e q σ'v o,eq rd α CSR MSFma x (N1 )6 0 cs MSF CSR e q ,M =7 .5 Ksig ma CSR * FS
(m) Weight (kPa) (kPa) (kPa)
(kN/m³)

Abbreviations
σv , eq : Total overburden pressure at test point, during earthquake (kPa)
uo, eq : Water pressure at test point, during earthquake (kPa)
σ'v o, eq : Effective overburden pressure, during earthquake (kPa)
rd : Nonlinear shear mass factor
α: Improvement factor due to stone columns
CSR : Cyclic Stress Ratio
MSF : Magnitude Scaling Factor
CSReq, M=7. 5 : CSR adjusted for M=7.5
Ksigma : Effective overburden stress factor
CSR * : CSR fully adjusted (user FS applied) ***
FS: Calculated factor of safety against soil li quefaction
* **
User FS: 1.00

:: Liquefaction potential according to Iwasaki ::

Depth FS F wz Thickness IL
(m) (m)

0.30 2.000 0.00 9.85 0.60 0.00

0.90 2.000 0.00 9.55 0.60 0.00
1.45 1.209 0.00 9.28 0.55 0.00
1.90 1.607 0.00 9.05 0.45 0.00
2.35 1.500 0.00 8.82 0.45 0.00
2.80 1.430 0.00 8.60 0.45 0.00
3.25 1.381 0.00 8.38 0.45 0.00
3.70 1.346 0.00 8.15 0.45 0.00
4.15 1.156 0.00 7.93 0.45 0.00
4.60 1.056 0.00 7.70 0.45 0.00
5.05 1.110 0.00 7.48 0.45 0.00
5.50 1.023 0.00 7.25 0.45 0.00
5.95 1.012 0.00 7.03 0.45 0.00
6.40 1.003 0.00 6.80 0.45 0.00
6.85 0.933 0.07 6.58 0.45 0.20
7.30 0.929 0.07 6.35 0.45 0.20
7.75 0.867 0.13 6.13 0.45 0.37
8.20 0.866 0.13 5.90 0.45 0.36
8.65 0.865 0.13 5.68 0.45 0.34
9.10 0.866 0.13 5.45 0.45 0.33
9.55 0.867 0.13 5.22 0.45 0.31
10.00 0.869 0.13 5.00 0.45 0.29
10.45 0.818 0.18 4.78 0.45 0.39
10.90 0.821 0.18 4.55 0.45 0.37
11.35 0.824 0.18 4.33 0.45 0.34
11.80 1.144 0.00 4.10 0.45 0.00
12.25 1.076 0.00 3.88 0.45 0.00
12.70 1.082 0.00 3.65 0.45 0.00
13.15 1.088 0.00 3.43 0.45 0.00
13.60 1.095 0.00 3.20 0.45 0.00
14.05 0.802 0.20 2.98 0.45 0.26
14.50 0.758 0.24 2.75 0.45 0.30
14.95 0.764 0.24 2.53 0.45 0.27
LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 8
Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Liquefaction potential according to Iwasaki ::

Depth FS F wz Thickness IL
(m) (m)

15.40 2.000 0.00 2.30 0.45 0.00

15.85 2.000 0.00 2.08 0.45 0.00
16.30 2.000 0.00 1.85 0.45 0.00
16.75 2.000 0.00 1.63 0.45 0.00
17.20 2.000 0.00 1.40 0.45 0.00
17.65 2.000 0.00 1.18 0.45 0.00
18.10 0.854 0.15 0.95 0.45 0.06
18.55 1.340 0.00 0.73 0.45 0.00
19.00 2.000 0.00 0.50 0.45 0.00
19.45 1.274 0.00 0.28 0.45 0.00
19.90 2.000 0.00 0.05 0.45 0.00
20.35 0.735 0.00 0.00 0.00 0.00
20.80 1.600 0.00 0.00 0.00 0.00
21.25 1.738 0.00 0.00 0.00 0.00
21.70 2.000 0.00 0.00 0.00 0.00
22.15 2.000 0.00 0.00 0.00 0.00
22.60 2.000 0.00 0.00 0.00 0.00
23.05 2.000 0.00 0.00 0.00 0.00
23.50 2.000 0.00 0.00 0.00 0.00
23.95 2.000 0.00 0.00 0.00 0.00
24.40 2.000 0.00 0.00 0.00 0.00
24.85 2.000 0.00 0.00 0.00 0.00
25.30 2.000 0.00 0.00 0.00 0.00
25.75 2.000 0.00 0.00 0.00 0.00
26.20 2.000 0.00 0.00 0.00 0.00
26.65 2.000 0.00 0.00 0.00 0.00
27.10 2.000 0.00 0.00 0.00 0.00
27.55 2.000 0.00 0.00 0.00 0.00
28.00 2.000 0.00 0.00 0.00 0.00
28.45 2.000 0.00 0.00 0.00 0.00
28.90 2.000 0.00 0.00 0.00 0.00
29.35 2.000 0.00 0.00 0.00 0.00
29.80 2.000 0.00 0.00 0.00 0.00
30.25 2.000 0.00 0.00 0.00 0.00
30.70 2.000 0.00 0.00 0.00 0.00
31.15 2.000 0.00 0.00 0.00 0.00

Overall potential IL : 4.40

IL = 0.00 - No liquefaction
IL between 0.00 and 5 - Liquefaction not probable
IL between 5 and 15 - Liquefaction probable
IL > 15 - Liquefaction certain

:: Vertical settlements estimation for dry sands ::

Depth (N1 )6 0 τ av p Gma x α b γ ε1 5 Nc ε Nc ε Nc Δh ΔS

(m) ( MPa) weight ( %) (m) (cm)
factor

0.30 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.000
0.90 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.000

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 9

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Vertical settlements estimation for dry sands ::

Depth (N1 )6 0 τ av p Gma x α b γ ε1 5 Nc ε Nc ε Nc Δh ΔS

(m) ( MPa) weight ( %) (m) (cm)
factor

Cumulative settlemetns: 0.000

Abbreviations
τav : Average cyclic shear stress
p: Average stress
Gmax : Maximum shear modulus (MPa)
α, b: Shear strain formula variables
γ: Average shear strain
ε15 : Volumetric strain after 15 cycles
Nc: Number of cycles
εNc: Volumetric strain for number of cycles N c (%)
Δh: Thickness of s oil layer (cm)
ΔS: Settlement of soil layer (cm)

:: Vertical & Lateral displ.acements estimation for saturated sands ::

Depth (N1 )6 0 cs γ lim Fα FS liq γmax ev ev dz S v-1 D LDI

(m) ( %) ( %) weight ( %) (m) (cm) (m)
factor

1.45 13 34.14 0.83 1.209 1.24 1.00 0.49 0.00 0.000 0.00
1.90 19 17.78 0.57 1.607 0.57 1.00 0.17 0.00 0.000 0.00
2.35 19 17.78 0.57 1.500 0.81 1.00 0.24 0.00 0.000 0.00
2.80 19 17.78 0.57 1.430 1.00 1.00 0.30 0.00 0.000 0.00
3.25 19 17.78 0.57 1.381 1.15 1.00 0.35 0.00 0.000 0.00
3.70 19 17.78 0.57 1.346 1.27 1.00 0.38 0.00 0.000 0.00
4.15 17 22.15 0.67 1.156 2.01 1.00 0.66 0.00 0.000 0.00
4.60 16 24.69 0.71 1.056 2.77 1.00 0.95 0.00 0.000 0.00
5.05 17 22.15 0.67 1.110 2.34 1.00 0.77 0.00 0.000 0.00
5.50 16 24.69 0.71 1.023 3.16 1.00 1.08 0.00 0.000 0.00
5.95 16 24.69 0.71 1.012 3.32 1.00 1.14 0.00 0.000 0.00
6.40 16 24.69 0.71 1.003 3.45 1.00 1.18 0.00 0.000 0.00
6.85 15 27.51 0.75 0.933 5.14 1.00 1.85 0.00 0.000 0.00
7.30 15 27.51 0.75 0.929 5.29 1.00 1.90 0.00 0.000 0.00
7.75 14 30.65 0.79 0.867 11.12 1.00 3.02 0.00 0.000 0.00
8.20 14 30.65 0.79 0.866 11.35 1.00 3.02 0.00 0.000 0.00
8.65 14 30.65 0.79 0.865 11.42 1.00 3.02 0.00 0.000 0.00
9.10 14 30.65 0.79 0.866 11.34 1.00 3.02 0.00 0.000 0.00
9.55 14 30.65 0.79 0.867 11.13 1.00 3.02 0.00 0.000 0.00
10.00 14 30.65 0.79 0.869 10.82 1.00 3.02 0.00 0.000 0.00
10.45 13 34.14 0.83 0.818 34.14 1.00 3.17 0.00 0.000 0.00
10.90 13 34.14 0.83 0.821 34.14 1.00 3.17 0.00 0.000 0.00
11.35 13 34.14 0.83 0.824 34.14 1.00 3.17 0.00 0.000 0.00
11.80 18 19.85 0.62 1.144 2.17 1.00 0.68 0.00 0.000 0.00
12.25 17 22.15 0.67 1.076 2.63 1.00 0.86 0.00 0.000 0.00
12.70 17 22.15 0.67 1.082 2.58 1.00 0.85 0.00 0.000 0.00
13.15 17 22.15 0.67 1.088 2.52 1.00 0.83 0.00 0.000 0.00
13.60 17 22.15 0.67 1.095 2.47 1.00 0.81 0.00 0.000 0.00
14.05 12 38.03 0.86 0.802 38.03 1.00 3.34 0.00 0.000 0.00
14.50 11 42.40 0.89 0.758 42.40 1.00 3.53 0.00 0.000 0.00
14.95 11 42.40 0.89 0.764 42.40 1.00 3.53 0.00 0.000 0.00
15.40 9 0.00 0.00 2.000 0.00 0.00 0.00 0.00 0.000 0.00
15.85 8 0.00 0.00 2.000 0.00 0.00 0.00 0.00 0.000 0.00

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 10

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
This software is registered to: Consulte-Grupo Sacmag

:: Vertical & Lateral displ.acements estimation for saturated sands ::

Depth (N1 )6 0 cs γ lim Fα FS liq γmax ev ev dz S v-1 D LDI

(m) ( %) ( %) weight ( %) (m) (cm) (m)
factor

16.30 7 0.00 0.00 2.000 0.00 0.00 0.00 0.00 0.000 0.00
16.75 15 0.00 0.00 2.000 0.00 0.00 0.00 0.00 0.000 0.00
17.20 8 0.00 0.00 2.000 0.00 0.00 0.00 0.00 0.000 0.00
17.65 12 0.00 0.00 2.000 0.00 0.00 0.00 0.00 0.000 0.00
18.10 12 38.03 0.86 0.854 38.03 1.00 3.34 0.00 0.000 0.00
18.55 19 17.78 0.57 1.340 1.29 1.00 0.39 0.00 0.000 0.00
19.00 26 7.85 0.17 2.000 0.00 1.00 0.00 0.00 0.000 0.00
19.45 18 19.85 0.62 1.274 1.48 1.00 0.46 0.00 0.000 0.00
19.90 26 7.85 0.17 2.000 0.00 1.00 0.00 0.00 0.000 0.00
20.35 9 52.88 0.93 0.735 52.88 1.00 3.97 0.00 0.000 0.00
20.80 21 14.20 0.46 1.600 0.66 1.00 0.18 0.00 0.000 0.00
21.25 22 12.67 0.41 1.738 0.41 1.00 0.11 0.00 0.000 0.00
21.70 29 5.33 -0.02 2.000 0.00 1.00 0.00 0.00 0.000 0.00
22.15 28 6.08 0.04 2.000 0.00 1.00 0.00 0.00 0.000 0.00
22.60 41 0.70 -0.88 2.000 0.00 1.00 0.00 0.00 0.000 0.00
23.05 41 0.70 -0.88 2.000 0.00 1.00 0.00 0.00 0.000 0.00
23.50 25 8.88 0.23 2.000 0.00 1.00 0.00 0.00 0.000 0.00
23.95 34 2.58 -0.36 2.000 0.00 1.00 0.00 0.00 0.000 0.00
24.40 40 0.87 -0.80 2.000 0.00 1.00 0.00 0.00 0.000 0.00
24.85 33 3.01 -0.29 2.000 0.00 1.00 0.00 0.00 0.000 0.00
25.30 40 0.87 -0.80 2.000 0.00 1.00 0.00 0.00 0.000 0.00
25.75 39 1.07 -0.73 2.000 0.00 1.00 0.00 0.00 0.000 0.00
26.20 37 1.56 -0.58 2.000 0.00 1.00 0.00 0.00 0.000 0.00
26.65 39 1.07 -0.73 2.000 0.00 1.00 0.00 0.00 0.000 0.00
27.10 38 1.30 -0.65 2.000 0.00 1.00 0.00 0.00 0.000 0.00
27.55 38 1.30 -0.65 2.000 0.00 1.00 0.00 0.00 0.000 0.00
28.00 32 3.50 -0.22 2.000 0.00 1.00 0.00 0.00 0.000 0.00
28.45 38 1.30 -0.65 2.000 0.00 1.00 0.00 0.00 0.000 0.00
28.90 41 0.70 -0.88 2.000 0.00 1.00 0.00 0.00 0.000 0.00
29.35 43 0.44 -1.03 2.000 0.00 1.00 0.00 0.00 0.000 0.00
29.80 64 0.00 -2.77 2.000 0.00 1.00 0.00 0.00 0.000 0.00
30.25 49 0.06 -1.51 2.000 0.00 1.00 0.00 0.00 0.000 0.00
30.70 40 0.87 -0.80 2.000 0.00 1.00 0.00 0.00 0.000 0.00
31.15 41 0.70 -0.88 2.000 0.00 1.00 0.00 0.00 0.000 0.00

Cumulative settlements: 0.000 0.00

Abbreviations
γ lim: Limiting shear strain (%)
F α /N: Maximun shear strain factor
γ max : Maximum shear strain (%)
e v:: Post liquefaction volumetric strain (%)
Sv-1D : Estimated vertical settlement (cm)
LDI: Estimated lateral displacement (m)

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software Page: 11

Project File: C:\Users\Asus\OneDrive - CONSULTORES EN TECNOLOGIA DE SUELOS SA DE CV\1077 PIMOSA NUEVE FOSAS\Licuacion fosas predio 2.lsvs
 References

⦁ Ronald D. Andrus, Hossein Hayati, Nisha P. Mohanan, 2009. Correcting Liquefaction Resistance for Aged Sands Using Measured
to Estimated Velocity Ratio, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 135, No. 6, June 1

⦁ Boulanger, R.W. and Idriss, I. M., 20 14. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF
CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS

⦁ Dipl.-Ing. Heinz J. Priebe, Vibro Replacement to Prevent Earthquake Induced Liquefaction, Proceedings of the Geotechnique -
Colloquium at Darmstadt, Germany, on March 19th, 1998 (also published in Ground Engineering, September 1998), Technical
paper 12-57E

⦁ Robertson, P.K. and Cabal, K.L., 2007 , Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at
http://www.geologismiki.gr/

⦁ Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes , M.E.,
Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K.,
Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF
Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering,
Vol. 127, October, pp 817 -833

⦁ Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian
Geotechnical Journal, 39: pp 1168 -1180

⦁ Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT,
ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861 -871

⦁ Pradel, D., 1998, Procedure to Evaluate Earthquake -Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical &
Geoenvironmental Engineering, Vol. 124, No. 4, 364-368

⦁ R. Kayen, R. E. S. Moss, E. M. Thompson, R. B. Seed, K. O. Cetin, A. Der Kiureghian, Y. Tanaka, K. Tokimatsu, 2013. Shear -
Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential, Journal of Geotechnical
and Geoenvironmental Engineering, Vol. 139, No. 3, March 1

LiqSVs 2.2.1.8 - SPT & Vs Liquefaction Assessment Software