sand: Ydry = 14.6 kN/m³; Ysat = 17.3 kN/m³ clay Yeat 19.3 kN/m³; LL = 38% e = 0.75 If uniformly distributed AP = 87.14 kN/m² is applied at the ground surface. ΔΡ H3 SAND 2 GWT SAND CLAY H₁ H₂ 10. Calculate the compression index. 0.196 Ⓒ 0.252 b. 0.342 d. 0.432 11. Calculate the settlement of the clay layer due to consolidation. 9.40 cm c. 5.46 cm b 19.64 cm d: 25.71 cm

sand: Ydry = 14.6 kN/m³; Ysat = 17.3 kN/m³ clay Yeat 19.3 kN/m³; LL = 38% e = 0.75 If uniformly distributed AP = 87.14 kN/m² is applied at the ground surface. ΔΡ H3 SAND 2 GWT SAND CLAY H₁ H₂ 10. Calculate the compression index. 0.196 Ⓒ 0.252 b. 0.342 d. 0.432 11. Calculate the settlement of the clay layer due to consolidation. 9.40 cm c. 5.46 cm b 19.64 cm d: 25.71 cm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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