Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by CH MH SL ML CH MH SL ML ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? under-consolidated clay over-consolidated ciay with a high over-consolidation ratio normally consolidated clay over-consolidated clay with a low over-consolidation ratio under-consolidated clay over-consolidated ciay with a high over-consolidation ratio normally consolidated clay over-consolidated clay with a low over-consolidation ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 1 43832 3 43833 1 43832 3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon allowable settlement only none of above ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity allowable settlement only none of above ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these effective size coefficient of curvature uniformity coefficient None of these effective size coefficient of curvature uniformity coefficient ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is much less than that of clayey soils almost equal to that of clayey soils None of these much greater than that of clayey soils much less than that of clayey soils almost equal to that of clayey soils None of these much greater than that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
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