Engineering, 12.04.2021 21:50 lunarfox270p16yqz
10 m thick clay layer in the field is consolidating due to the added sandy fill on top. A permeable sandy layer underlies the clay layer. The final consolidation settlement is predicted to be 24 cm. From the laboratory consolidation test conducted on a representative sample taken from the mid-layer, the coefficient of consolidation Cv
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10 m thick clay layer in the field is consolidating due to the added sandy fill on top. A permeable...
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