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The top documents tagged [geostatic stresses]
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Unit3 hbn
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Stresses in Soil
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Log (p) Void Ratio (e) W.T. G.S. sand = 96 pcf clay = 110 pcf w c = 0.3 3 ft 4 ft 16 ft PoPo Sand Clay PoPo 1.Soil sample was obtained from the clay
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Log (p)
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