CP

T -

Liq

uefa

ctio

n A

naly

sis

17/0

3/2

018 1

2:0

0:0

0 A

M

CP

T -

Liq

uefa

ctio

n A

naly

sis

CLiq_I&B_7.50_0.20

LPI CRR & CSR

RAW DATA INTERPRETATION

CLiq_I&B_7.50_0.35

VerticalSettlements

(cm)CRR & CSR FoS

HorizontalDisplacement

(cm)

CONE PENETRATION TEST (CPT) - LIQUEFACTION ANALYSIS

TDTERMINATION :

LIQUEFACTION

10

20

30

40 0

200

400

600

800

1 2 3 4 5 6 7 8 9

100

200

300

400

1 2 3 4 5 6 7 8 9 5 10

15 5 10

15

20

25

30

35

0.5

1.0

1.5

-50 0 50

0.2

0.4

0.6 5 10

15 5 10

15

20

25

30

35

0.5

1.0

1.5

-50 0 50

0.2

0.4

0.6

POSITION : ANGLE FROM HORIZONTAL :SURFACE ELEVATION :E: 635467.24, N: 5180201.3 Ground 90°

CHECKED BY :DATE STARTED : DATE COMPLETED :11/11/10 11/11/10 LOGGED BY :DATE LOGGED : NA EW

DRILLER : RIG TYPE :CONTRACTOR : KTMcMillans 319

LPI

TipResistance

(MPa)

FrictionRatio(%)

SleeveFriction(kPa)

PorePressure

(kPa)

VerticalSettlements

(cm)FoS

SBT

Sca

le SBT Description(filtered)

HorizontalDisplacement

(cm)

Demo 2aFILE / JOB NO :

CPT-1HOLE NO :

Page 1 of 1

Additional investigation

LOCATION :

PROJECT :

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29EOH: 29.14m

Clays: clay to silty clay

Sands: clean sands to silty sands

Silt mixtures: clayey silt & silty clay

Sand mixtures: silty sand to sandy silt

Sand mixtures: silty sand to sandy silt

Sands: clean sands to silty sands

Sands: clean sands to silty sands

Sands: clean sands to silty sands

Sands: clean sands to silty sands

Sands: clean sands to silty sands

Silt mixtures: clayey silt & silty clay

Clays: clay to silty clay

Clays: clay to silty clay

Sands: clean sands to silty sands

Sands: clean sands to silty sands

Clays: clay to silty clay

Sand mixtures: silty sand to sandy silt

Clays: clay to silty clay

Client 1

Notes: Data generated with GeoLogismiki CLiq.Analysis Method: NCEER (1998)

See Explanation Notes for details of abbreviations &basis of descriptions.