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A clay soil is tested in a consolidometer. When pressure was increased from 140 kN/m2 to 250 kN/m2, void ratio decreased from 0.8 to 0.6. If the thickness of the clay layer is 4.0 m, what is the consolidation settlement due to given stress increment?a)0.98 mb)1.25 mc)0.32 md)0.44 mCorrect answer is option 'D'. 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 A clay soil is tested in a consolidometer. When pressure was increased from 140 kN/m2 to 250 kN/m2, void ratio decreased from 0.8 to 0.6. If the thickness of the clay layer is 4.0 m, what is the consolidation settlement due to given stress increment?a)0.98 mb)1.25 mc)0.32 md)0.44 mCorrect answer is option 'D'. 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 A clay soil is tested in a consolidometer. When pressure was increased from 140 kN/m2 to 250 kN/m2, void ratio decreased from 0.8 to 0.6. If the thickness of the clay layer is 4.0 m, what is the consolidation settlement due to given stress increment?a)0.98 mb)1.25 mc)0.32 md)0.44 mCorrect answer is option 'D'. Can you explain this answer?.

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