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The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 150 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125. Then the ratio of coefficient of consolidation of sample M to sample N (round off to three decimal places) is ______.Correct answer is between '0.090,0.10'. 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 The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 150 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125. Then the ratio of coefficient of consolidation of sample M to sample N (round off to three decimal places) is ______.Correct answer is between '0.090,0.10'. 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 The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 150 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125. Then the ratio of coefficient of consolidation of sample M to sample N (round off to three decimal places) is ______.Correct answer is between '0.090,0.10'. Can you explain this answer?.

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Here you can find the meaning of The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 150 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125. Then the ratio of coefficient of consolidation of sample M to sample N (round off to three decimal places) is ______.Correct answer is between '0.090,0.10'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 150 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125. Then the ratio of coefficient of consolidation of sample M to sample N (round off to three decimal places) is ______.Correct answer is between '0.090,0.10'. Can you explain this answer?, a detailed solution for The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 150 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125. Then the ratio of coefficient of consolidation of sample M to sample N (round off to three decimal places) is ______.Correct answer is between '0.090,0.10'. Can you explain this answer? has been provided alongside types of The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 150 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125. Then the ratio of coefficient of consolidation of sample M to sample N (round off to three decimal places) is ______.Correct answer is between '0.090,0.10'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is increased from 120 kPa to 150 kPa. For the same increment in pressure, the void ratio of another clay soil sample N decreases from 0.600 to 0.550. If the ratio of hydraulic conductivity of sample M to sample N is 0.125. Then the ratio of coefficient of consolidation of sample M to sample N (round off to three decimal places) is ______.Correct answer is between '0.090,0.10'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.