Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is zero greater than 1 1 between 0 and 1 zero greater than 1 1 between 0 and 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? both the above None of these falling head method constant head method both the above None of these falling head method constant head method 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 over-consolidated ciay with a high over-consolidation ratio under-consolidated clay normally consolidated clay over-consolidated clay with a low over-consolidation ratio over-consolidated ciay with a high over-consolidation ratio under-consolidated clay normally consolidated clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on both particle size composition and plasticity characteristics None of these particle size composition plasticity characteristics both particle size composition and plasticity characteristics None of these particle size composition plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can be less than 0 % be greater than 100 % take values only from 0 % to 100 % never be greater than 100 % be less than 0 % be greater than 100 % take values only from 0 % to 100 % never be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of both cohesion and angle of internal friction angle of internal friction only cohesion only both cohesion and angle of internal friction both cohesion and angle of internal friction angle of internal friction only cohesion only both cohesion and angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
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