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Design of a cantilever retaining wall is shown in figure below. The ground water level is 2.0m below the ground level. According to the site and building type, SDs is selected as 1.11. Check the safety of the proposed design against sliding and overturning according to the TBDY 2018.

Design of a cantilever retaining wall is shown in figure below. The ground water level is 2.0m below the ground level. According to the site and building type, SDs is selected as 1.11. Check the safety of the proposed design against sliding and overturning according to the TBDY 2018.

Structural Analysis
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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Design of a cantilever retaining wall is shown in figure below. The ground water level is 2.0m below the ground level. According to the site and building type, SDS is selected as 1.11. Check the safety of the proposed design against sliding and overturning according to the TBDY 2018. Silty Sand (SM) Y = 18 kN/m³ 1.20 m o'=30° c'=0 kPa ^ 1.00 m -- 0.50 m 0.50 m 0.80 m 1.40 m q=10kPa Sand (SW) Y = 17.50 kN/m³ o'=33⁰ >-→ 0.30 m 6.00 m Ground level
Transcribed Image Text:Design of a cantilever retaining wall is shown in figure below. The ground water level is 2.0m below the ground level. According to the site and building type, SDS is selected as 1.11. Check the safety of the proposed design against sliding and overturning according to the TBDY 2018. Silty Sand (SM) Y = 18 kN/m³ 1.20 m o'=30° c'=0 kPa ^ 1.00 m -- 0.50 m 0.50 m 0.80 m 1.40 m q=10kPa Sand (SW) Y = 17.50 kN/m³ o'=33⁰ >-→ 0.30 m 6.00 m Ground level
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