Four square footings, b×b, each carrying a loading intensity of q are spaced close enough as shwon in the given figure :
The significant depth Ds, i.e depth of vertical stress contour, having a value of 0.2q will be
A
1.5 b
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B
6.0b
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C
1.5(B - 4b)
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D
1.5 B
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Solution
The correct option is D 1.5 B Significant depth = 1.5 B
The region within the 0.20 q- isobar is called by Terzaghi the "seat of settlement". The depth below centre of footing in active zone (i.e., in ''seat of settlement") is 1.5B. For a larger footing more area will be affected so the settlement will be more.