A building is constructed on a ground that has the saturated unit weight of soil and water 23 kN/m3 and 9.8 kN/m3, respectively. (The ground water table is located at the ground surface). In this ground condition, the coefficient of lateral earth pressure at rest (K0) is known to be 0.5. At the depth of 2.0m from the surface, the vertical and horizontal induced stresses by the building are known to be 12 kPa and 7 kPa, respectively. Determine the 1) total and 2) effective horizontal stresses at the depth of 2.0m. A building is constructed on a ground that has the saturated unit weight of soil andwater are 23 kN/m3 and 9.8 kN/m³, respectively. (The ground water table is locatedat the ground surface). In this ground condition, the coefficient of lateral earthpressure at rest (Ko) is known to be 0.5. At the depth of 2.0 m from the surface, thevertical and horizontal induced stresses by the building are known to be 12 kPa and7 kPa, respectively. Determine the 1) total and 2) effective horizontal stresses at thedepth of 2.0 m.

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Answered: A building is constructed on a ground…

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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A building is constructed on a ground that has the saturated unit weight of soil and water 23 kN/m³ and 9.8 kN/m³, respectively. (The ground water table is located at the ground surface). In this ground condition, the coefficient of lateral earth pressure at rest (K₀) is known to be 0.5. At the depth of 2.0m from the surface, the vertical and horizontal induced stresses by the building are known to be 12 kPa and 7 kPa, respectively. Determine the 1) total and 2) effective horizontal stresses at the depth of 2.0m.

A building is constructed on a ground that has the saturated unit weight of soil and
water are 23 kN/m3 and 9.8 kN/m³, respectively. (The ground water table is located
at the ground surface). In this ground condition, the coefficient of lateral earth
pressure at rest (Ko) is known to be 0.5. At the depth of 2.0 m from the surface, the
vertical and horizontal induced stresses by the building are known to be 12 kPa and
7 kPa, respectively. Determine the 1) total and 2) effective horizontal stresses at the
depth of 2.0 m.

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