Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? over-consolidated ciay with a high over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated clay with a low over-consolidation ratio over-consolidated ciay with a high over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated clay with a low over-consolidation ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay both neutral pressure and effective pressure decrease a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase both neutral pressure and effective pressure decrease a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is n < 0 0 ≤ n ≤ 100 n > 0 0 < n < 100 n < 0 0 ≤ n ≤ 100 n > 0 0 < n < 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is 0.1125 m3/sec 0.00018 nrVsec 0.18 m3/sec 0.0045 m3/sec 0.1125 m3/sec 0.00018 nrVsec 0.18 m3/sec 0.0045 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Equal decrease in pore water pressure and total stress Equal increase in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Decrease in pore water pressure but increase in total stress Equal decrease in pore water pressure and total stress Equal increase in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Decrease in pore water pressure but increase in total stress ANSWER DOWNLOAD EXAMIANS APP
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