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Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer? for GATE 2024 is part of GATE preparation. The Question and answers have been prepared according to the GATE exam syllabus. Information about Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer? covers all topics & solutions for GATE 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer?.

Solutions for Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer? in English & in Hindi are available as part of our courses for GATE. Download more important topics, notes, lectures and mock test series for GATE Exam by signing up for free.

Here you can find the meaning of Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer?, a detailed solution for Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer? has been provided alongside types of Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice Which one of the following statements is NOT correct?a)The cohesion of normally consolidated clay is zero when tri-axial test is conducted under consolidated undrained condition.b)In case of a point load, Boussinesq’s equation predicts higher value of vertical stress at a point directly beneath the load as compared to Westergaard’s equation.c)The ultimate bearing capacity of a strip foundation supported on the surface of sandy soil increase in direct proportion to the width of footing.d)A clay deposit with a liquidity index greater than unity is in a state of plastic consistency.Correct answer is option 'D'. Can you explain this answer? tests, examples and also practice GATE tests.