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A: Problem based on Consolidation:A staturated soil stratum 6m thick lies above an

updated 2.0 years ago by Chandan15 • 300

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Problem based on Consolidation:A staturated soil stratum 6m thick lies above an impervious

geotechnical engineering updated 2.0 years ago by Chandan15 • 300

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A: The Results obtained for a series of CU test on a soil gave the following result

updated 2.0 years ago by Chandan15 • 300

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The Results obtained for a series of CU test on a soil gave the following results

geotechnical engineering updated 2.0 years ago by Chandan15 • 300

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Lateral Load Pile Calculation

advanced geotechnical engineering updated 2.0 years ago by Chandan15 • 300

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A: What would be the expression for sleeper density if the rail length used in trac

updated 2.0 years ago by Chandan15 • 300

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A: A circular pile penetrates through a filled up soil of 3m depth. The diameter is

updated 2.0 years ago by Chandan15 • 300

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A: A pile group of 25 piles has to be proportioned in a uniform pattern in soft cla

updated 2.0 years ago by Chandan15 • 300

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A: A sand stratum is 10 m thick. The water table is 2 m below ground level. The uni

updated 2.0 years ago by Chandan15 • 300

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A: The maximum daily demand of water is 6 MLD. Design a plain sedimentation tank re

updated 2.0 years ago by Chandan15 • 300