Answered: 1. Compute the effective stress at the…

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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Please solve from the given soil profile

Transcribed Image Text:From the given soil profile: 2m 2m 1.5m AP-90 kPa Sand ground water table. Vary 14.6kN/m³ Ysat 17:3kN/m³ Clay Yaat 19:3kN/m³ e=0.75 LL 38 meel of www. 1. Compute the effective stress at the mid-height the clay layer. a. 80.21 kPa c. 51.30 kPa b. 84.58 kPa d. 70.25 kPa 2. Compute the void ratio at the end of primar consolidation. a. 0.639 c. 0.854 b. 0.635 d. 0.768

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