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Pressure, kPa e

25 1.112

50 1.105

100 1.080

200 0.985400 0.850

800 0.731

Preconsolidation Pressure = 140 kPa

Cc =0.45

0.700

0.800

0.900

1.000

1.100

1.200

e

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10 100 1000

0.600

Pressure, kPa

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H= 19 mm Hs= 1.121 cm = 0.114

Gs= 2.68 Hv= 17.879 in.

s= 95.2 ! e0= 15.945

"= 31.68 s#. mm

Pressure, psf Hf, mm. ΔH, mm Δe e

25 17.6500 1.3500 1.203973 16.446

50 17.4000 0.2500 0.222958 16.223

100 17.0300 0.3700 0.329978 15.893

200 16.5600 0.4700 0.419161 15.474

400 16.1500 0.4100 0.365651 15.108

800 15.8800 0.2700 0.240795 14.867

Preconsolidation Pressure = 940 psf 

Cc = 1.304

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100 1000

0.400

2.400

4.400

6.400

8.400

10.400

12.400

14.400

16.400

18.400

e-logσ'

logσ', psf 

e

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in.

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10000

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San

Gs = 2.68

e = 0.6

$ = 16.4 k%&m'3 (se )a*le 3.1

$sat = 20.1 k%&m'3 (se )a*le 3.1

Cla!

Gs = 2.75

e = 1.2++ = 45

$sat = 17.6 k%&m'3 (se )a*le 3.1

,c = 0.315 (se )a*le 10.4

H1 = 2 m

H2 = 1.5 m

H3 = 2.5 m

- in te middle o/ cla laer = 85.0 k%&m'2

u in te middle o/ cla laer = 27.0 k%&m'2

- in te middle o/ cla laer = 58.0 k%&m'2

- = 140 k%&m'2

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10 100

0.600

0.700

0.800

0.900

1.000

1.100

1.200

Pressure, kPa

e

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1000

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100 1000 10000

0.400

2.400

4.400

6.400

8.400

10.400

12.400

14.400

16.400

18.400e-logσ'

logσ', psf 

e

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