Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on None of these plasticity characteristics particle size composition both particle size composition and plasticity characteristics None of these plasticity characteristics particle size composition both particle size composition and plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is illite None of these montmorillonite kaolinite illite None of these montmorillonite kaolinite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following statements is correct? None of these A soil is said to be well graded if it has most of the particles of about the same size Uniformity coefficient represents the shape of the particle size distribution curve. For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. None of these A soil is said to be well graded if it has most of the particles of about the same size Uniformity coefficient represents the shape of the particle size distribution curve. For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 25 mm between 15 mm and 25 mm greater than 25 mm 15 mm 25 mm between 15 mm and 25 mm greater than 25 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? None of these horizontal permeability test constant head method falling head method None of these horizontal permeability test constant head method falling head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is 0 < S < 100 0 ≤ S ≤ 100 S < 0 S > 0 0 < S < 100 0 ≤ S ≤ 100 S < 0 S > 0 ANSWER DOWNLOAD EXAMIANS APP
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