Problem Statement A site selected for construction of multistorey building has a layered stratum as shown in figure below. Based on field investigation and laboratory testing, soil A was found to be c- soil, while soil B a clayey soil (-0). The students are required to assume any realistic values against ciệty of soil for making calculations. q = 50 kN/m² Soil A 6 m 3 m H2 Soil B 1) If proposed building load applied at the surface is 50 kN/m2 (as shown in the Fig.), calculate vertical effective stress at the center of clay layer both before and after construction of building. 2) If double basement is planned for the structure with proposed foundation level at 6m from natural ground surface, will it be possible to make a vertical cut without providing any lateral support and keeping a factor of safety 2?

Problem Statement A site selected for construction of multistorey building has a layered stratum as shown in figure below. Based on field investigation and laboratory testing, soil A was found to be c- soil, while soil B a clayey soil (-0). The students are required to assume any realistic values against ciệty of soil for making calculations. q = 50 kN/m² Soil A 6 m 3 m H2 Soil B 1) If proposed building load applied at the surface is 50 kN/m2 (as shown in the Fig.), calculate vertical effective stress at the center of clay layer both before and after construction of building. 2) If double basement is planned for the structure with proposed foundation level at 6m from natural ground surface, will it be possible to make a vertical cut without providing any lateral support and keeping a factor of safety 2?

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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