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An undisturbed soil sample was taken from the middle of a clay layer (i.e., 1.5 m below GL), as shown in figure. The water table was at the top of clay layer. Laboratory test results are as follows:A compacted fill of 2.5 m height with unit weight of 20 kN/m3 is placed at the ground level.Assuming unit weight of water as10 kN/m3, the ultimate consolidation settlement (expressed in mm) of the clay layer is ____________Correct answer is between '36,38'. 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 An undisturbed soil sample was taken from the middle of a clay layer (i.e., 1.5 m below GL), as shown in figure. The water table was at the top of clay layer. Laboratory test results are as follows:A compacted fill of 2.5 m height with unit weight of 20 kN/m3 is placed at the ground level.Assuming unit weight of water as10 kN/m3, the ultimate consolidation settlement (expressed in mm) of the clay layer is ____________Correct answer is between '36,38'. 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 An undisturbed soil sample was taken from the middle of a clay layer (i.e., 1.5 m below GL), as shown in figure. The water table was at the top of clay layer. Laboratory test results are as follows:A compacted fill of 2.5 m height with unit weight of 20 kN/m3 is placed at the ground level.Assuming unit weight of water as10 kN/m3, the ultimate consolidation settlement (expressed in mm) of the clay layer is ____________Correct answer is between '36,38'. Can you explain this answer?.

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Here you can find the meaning of An undisturbed soil sample was taken from the middle of a clay layer (i.e., 1.5 m below GL), as shown in figure. The water table was at the top of clay layer. Laboratory test results are as follows:A compacted fill of 2.5 m height with unit weight of 20 kN/m3 is placed at the ground level.Assuming unit weight of water as10 kN/m3, the ultimate consolidation settlement (expressed in mm) of the clay layer is ____________Correct answer is between '36,38'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of An undisturbed soil sample was taken from the middle of a clay layer (i.e., 1.5 m below GL), as shown in figure. The water table was at the top of clay layer. Laboratory test results are as follows:A compacted fill of 2.5 m height with unit weight of 20 kN/m3 is placed at the ground level.Assuming unit weight of water as10 kN/m3, the ultimate consolidation settlement (expressed in mm) of the clay layer is ____________Correct answer is between '36,38'. Can you explain this answer?, a detailed solution for An undisturbed soil sample was taken from the middle of a clay layer (i.e., 1.5 m below GL), as shown in figure. The water table was at the top of clay layer. Laboratory test results are as follows:A compacted fill of 2.5 m height with unit weight of 20 kN/m3 is placed at the ground level.Assuming unit weight of water as10 kN/m3, the ultimate consolidation settlement (expressed in mm) of the clay layer is ____________Correct answer is between '36,38'. Can you explain this answer? has been provided alongside types of An undisturbed soil sample was taken from the middle of a clay layer (i.e., 1.5 m below GL), as shown in figure. The water table was at the top of clay layer. Laboratory test results are as follows:A compacted fill of 2.5 m height with unit weight of 20 kN/m3 is placed at the ground level.Assuming unit weight of water as10 kN/m3, the ultimate consolidation settlement (expressed in mm) of the clay layer is ____________Correct answer is between '36,38'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice An undisturbed soil sample was taken from the middle of a clay layer (i.e., 1.5 m below GL), as shown in figure. The water table was at the top of clay layer. Laboratory test results are as follows:A compacted fill of 2.5 m height with unit weight of 20 kN/m3 is placed at the ground level.Assuming unit weight of water as10 kN/m3, the ultimate consolidation settlement (expressed in mm) of the clay layer is ____________Correct answer is between '36,38'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.