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D p 1

D h 1 (1+e o ). D e 1 =. H. D p n. Porous Stone. H. Soil Sample. Porous Stone. Consolidation Test. Void Ratio. C c & C s are determined from this relationship. Change in void ratio vs. vertical stress. U% = 0. Log (P). Change in settlement vs. time. D h. D p n. D p 3.

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D p 1

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  1. Dh1 (1+eo) De1 = H Dpn Porous Stone H Soil Sample Porous Stone Consolidation Test Void Ratio Cc & Cs are determined from this relationship Change in void ratio vs. vertical stress U% = 0 Log (P) Change in settlement vs. time Dh Dpn Dp3 Dp2 Dp1 Dh1 Dh2 t50% time at U%=100% Dh3 U% = 100% Dhn Cv & k are determined from this relationship H Dh Dhn Settlement vs. time By: Kamal Tawfiq, 2008

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