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For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer?.

Solutions for For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.

Here you can find the meaning of For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer?, a detailed solution for For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer? has been provided alongside types of For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice For the following statements:P – The lateral stress in the soil while being tested in an oedometer is always at-rest.Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre.R – The corrections for overburden pressure and dilatancy are not applied to measured SPTN values in case of clay deposits.The correct combination of the statements isa)P – TRUE; Q – TRUE; R – FALSEb)P – TRUE; Q – TRUE; R – TRUEc)P – FALSE; Q – FALSE; R – TRUEd)P – FALSE; Q – FALSE; R – FALSECorrect answer is option 'B'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.