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