+1 vote
in Geotechnical Engineering II by (93.8k points)
The depth up to which the increase in pressure due to structural loading is likely to cause perceptible settlement is _______

(a) insignificant depth

(b) significant depth

(c) trifling depth

(d) nugatory

The question was asked in a job interview.

My question comes from Soil Samples and Samplers topic in chapter Stabilisation of Soils, Site Investigation and Sub – Soil Exploration of Geotechnical Engineering II

1 Answer

0 votes
by (243k points)
Right choice is (b) significant depth

To elaborate: The depth of exploration is carried to a depth up to which the increase in pressure due to structural loading is likely to cause perceptible settlement or shear failure. This depth is known as significant depth.

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