A square column foundation with base of 1.31 m is shown in the figure. It carries an axial load of 466 kN and has its bottom resting on the ground water table located h1 = 1.3 m. below the ground surface. h2 = 0.9 m and h3 = 2.4 m. Compute the average increase in pressure in KPa in the clay layer below the center of foundation using the 2:1 method. |P K h1 h2 h3 11 Dry Sand Wet Sand Clay ELLE ELLEKLE TENECER LENETEE

A square column foundation with base of 1.31 m is shown in the figure. It carries an axial load of 466 kN and has its bottom resting on the ground water table located h1 = 1.3 m. below the ground surface. h2 = 0.9 m and h3 = 2.4 m. Compute the average increase in pressure in KPa in the clay layer below the center of foundation using the 2:1 method. |P K h1 h2 h3 11 Dry Sand Wet Sand Clay ELLE ELLEKLE TENECER LENETEE

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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