Soil Mechanics and Foundation Coefficient of consolidation for clays normally increases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit increases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation Is treated as spread foundation Is provided for heavily loaded isolated columns All of these Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation Is provided for heavily loaded isolated columns All of these Consists of two sets of perpendicularly placed steel beams ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having edge to edge orientation face to face or parallel orientation edge to face orientation All of these edge to edge orientation face to face or parallel orientation edge to face orientation All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is much less than that of clayey soils much greater than that of clayey soils almost equal to that of clayey soils None of these much less than that of clayey soils much greater than that of clayey soils almost equal to that of clayey soils None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? over-consolidated clay with a low over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated ciay with a high over-consolidation ratio over-consolidated clay with a low over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated ciay with a high over-consolidation ratio ANSWER DOWNLOAD EXAMIANS APP
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