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Dp1 dh1 dh2 t50 - PowerPoint PPT Presentation

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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Dp1 dh1 dh2 t50 - PowerPoint PPT Presentation

D p 1