Borehole No

GWT (m)

Foundation width (m)

Static Analyses (kv = kh = 0)

Recommendations based on Factor of Safety

Seismic Analyses (kv = 0.5kh)

IS 1893-Part 124 (kh = 0.16)

EN 1998-Part 519 (kh = 0.25)

1

6.3

1.5

S

S

NA

3

S

S

NA

5

S

S

S

2

6.4

1.5

S

S

NA

3

S

S

S

5

S

S

S

3

6.8

1.5

S

S

NA

3

S

S

NA

5

S

S

NA

4

6.8

1.5

S

S

NA

3

S

S

NA

5

S

S

S

5

6.8

1.5

S

S

NA

3

S

S

NA

5

S

S

S

6

6.8

1.5

S

S

NA

3

S

S

NA

5

S

S

S

7

6.4

1.5

S

S

NA

3

S

S

NA

5

S

S

S

8

6.8

1.5

S

S

NA

3

S

S

S

5

S

S

S

9

6.9

1.5

S

S

NA

3

S

S

NA

5

S

S

S

10

6.8

1.5

S

S

S

3

S

S

S

5

S

S

S

11

6.6

1.5

S

S

S

3

S

S

S

5

S

S

S

12

6.8

1.5

S

S

NA

3

S

S

S

5

S

S

S