Pc(Kn/m)∆

75

Excavation depth(m)

6.5

Cc (1 + e0)

0.120

Ground water depth from natural ground level

1.0

Cc (1 + e0)

0.015

Layer No.

Z(m)

γW(Kn/M2)

γW(Kn/M3)

P0(Kn/M2)

q(Kn/M2)

B(m)

L(m)

Δq(Kn/M2)

P0Δq

Pc(Kn/M2)

S(mm)

1

0

20

10

0.0

59

27.9

75.3

68.4

59.00

75.00

0.00

2

2

20

10

20.0

59

27.9

75.3

68.4

73.49

95.00

16.96

3

4

20

10

40.0

59

27.9

75.3

68.4

88.75

115.00

10.38

4

6

20

10

60.0

59

27.9

75.3

68.4

104.64

135.00

7.25

5

8

20

10

80.0

59

27.9

75.3

68.4

121.05

155.00

5.40

6

10

20

10

100.0

59

27.9

75.3

68.4

137.89

175.00

4.19

7

12

20

10

120.0

59

27.9

75.3

68.4

155.10

195.00

3.34

8

14

20

10

140.0

59

27.9

75.3

68.4

171.61

215.00

2.73

9

16

20

10

160.0

59

27.9

75.3

68.4

190.39

235.00

2.27

10

18

20

10

180.0

59

27.9

75.3

68.4

208.39

255.00

1.91

11

20

20

10

200.0

59

27.9

75.3

68.4

226.59

275.00

1.63

Soons (mm)

56

μ9

0.70

Sc (mm)

28