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

44.7

68.4

59.00

59.00

75.00

0.00

2

2

20

10

20.0

59

44.7

68.4

74.87

74.87

95.00

17.20

3

4

20

10

40.0

59

44.7

68.4

91.16

91.16

115.00

10.73

4

6

20

10

60.0

59

44.7

68.4

68.4

107.82

135.00

7.64

5

8

20

10

80.0

59

44.7

68.4

107.82

124.80

155.00

5.79

6

10

20

10

100.0

59

44.7

68.4

124.80

142.06

175.00

4.57

7

12

20

10

120.0

59

44.7

68.4

142.06

159.57

195.00

3.71

8

14

20

10

140.0

59

44.7

68.4

159.57

177.29

215.00

3.08

9

16

20

10

160.0

59

44.7

68.4

177.29

195.21

235.00

2.59

10

18

20

10

180.0

59

44.7

68.4

195.21

213.30

255.00

2.21

11

20

20

10

200.0

59

44.7

68.4

213.30

231.54

275.00

1.91

Soons (mm)

59

μ9

0.70

Sc (mm)

42