Question Description
A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. Can you explain this answer? for Civil Engineering (CE) 2025 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2025 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. Can you explain this answer?.

Solutions for A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. 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 A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. Can you explain this answer?, a detailed solution for A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. Can you explain this answer? has been provided alongside types of A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice A multistorey building with a basement is to be constructed. The top 4 m contains loose silt below which dense sand layer is present upto a great depth. Ground water table is at the ground surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in figure. For dense sand saturated unit weight is 20kN /m3 and bearing capacity factor, Nq=40, Nλ= 45, g for loose silt saturated unitweight =18kN /m3 , Nq=15, Nλ=20 g . Effective cohesion is 0. Neglect depth factor average elastic modulus E, and Poisson ratio μ of dense sand is 60 ×103 kN /m2 and 0.3 respectively, using factor of safety = 3. (Take influence factor = 2)The immediate settlement of foundation isa)58 mmb)178 mmc)101 mmd)126 mmCorrect answer is option 'C'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.