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0 votes	517 views	0 answers	A moist soil sample weighing 108 g has a volume of 60 cc. If water content is 25% and value of G = 2.52, the void ratio is updated 11 years ago by Civil Engineer
0 votes	987 views	1 answer	The coefficient of curvature for a well graded soil, must be between updated 11 years ago by Civil Engineer
0 votes	953 views	1 answer	Soil classification of composite soils, exclusively based on the particle size distribution, is known updated 11 years ago by Civil Engineer
0 votes	928 views	2 answers	The compression resulting from a long term static load and consequent escape of pore water, is known as updated 11 years ago by Civil Engineer
0 votes	523 views	0 answers	The factor which affects the compaction, is updated 11 years ago by Civil Engineer
0 votes	920 views	1 answer	The maximum net pressure intensity causing shear failure of soil, is known updated 11 years ago by Civil Engineer
0 votes	974 views	2 answers	A stratum of clay 2 m thick will get consolidated 80% in 10 years. For the 80% consolidation of 8 m thick stratum of the same clay, the time required is updated 11 years ago by Civil Engineer
0 votes	950 views	1 answer	Depending upon the properties of a material, the failure envelope may updated 11 years ago by Civil Engineer
0 votes	1671 views	1 answer	Darcy's law is applicable to seepage if a soil is updated 11 years ago by Civil Engineer
0 votes	923 views	1 answer	Over-consolidation of soils is caused due to updated 11 years ago by Civil Engineer