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A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. 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 A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. Can you explain this answer? covers all topics & solutions for GATE 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. Can you explain this answer?.

Solutions for A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. 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 A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. Can you explain this answer?, a detailed solution for A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. Can you explain this answer? has been provided alongside types of A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice A 10 m thick clay layer is resting over a 3 m thick sand layer and is submerged. A fill of 2 m thick sand with unit weight of 20 kN/m3 is placed above the clay layer to accelerate the rate of consolidation of the clay layer. Coefficient of consolidation of clay is 9 × 10–2 m2/year and coefficient of volume compressibility of clay is 2.2 × 10–4 m2/kN.Assume Taylor’s relation between time factor and average degree of consolidation.The settlement (in mm, round off to two decimal places) of the clay layer, 10 years after the construction of the fill, is _________.Correct answer is '18.83'. Can you explain this answer? tests, examples and also practice GATE tests.