Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Q: The water content of a soil sample is 5.8%. The dry unit weight is = 16.2 kN/m3 and Gs = 2.7. How…
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Methods to Determine Vertical Stress
The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal comp…
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Please solve from the given soil profile
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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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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