During reclamation how can the occurrence of mud waves can be rectified?
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how to calculate the dry wt of sand and cement for a required design mix?for ex:M20
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name three materials used in drainage work
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Design a cantilever type retaining wall to retain sand for 4m above the ground. The sand fall slopes at the rate of 1 vertical to 2 horizontal. The weight of sand is 18000 N/m3, the angle of repose being 30. The safe bearing capacity of the soil is 200 kn/m2 at 1/25m below the ground level. Use m 15 concrete mix.
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What are the standard plastic limit/liquid limit/plasticityindex for differrent type of soils?
plz tell me max persantage of sand for every mix design by volume or weight.
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