Soil Mechanics and Foundation Which of the following statements is correct? 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. None of these A soil is said to be well graded if it has most of the particles of about the same size ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 30 mm 50 mm 15 mm 167 mm 30 mm 50 mm 15 mm 167 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of None of these effective stress only total stress only both effective stress and total stress None of these effective stress only total stress only both effective stress and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive both meniscus correction and dispersing agent correction are additive meniscus correction is subtractive and dispersing agent correction is additive meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive both meniscus correction and dispersing agent correction are additive meniscus correction is subtractive and dispersing agent correction is additive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 16 3 9 6 16 3 9 6 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in All of these the method of taking observations the method of preparation of soil suspension the principle of test All of these the method of taking observations the method of preparation of soil suspension the principle of test ANSWER DOWNLOAD EXAMIANS APP
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