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A square column foundation with base of 1.36 m is shown in the figure. It carries an axial load of 475 kN and has its bottom resting on the ground water table located h1 - 1.4 m. below the ground surface. h2 = 0.8 m and h3 = 2.3 m. Compute the average increase in pressure in KPa in the clay layer below the center of foundation using the 2:1 method. IP

A square column foundation with base of 1.36 m is shown in the figure. It carries an axial load of 475 kN and has its bottom resting on the ground water table located h1 - 1.4 m. below the ground surface. h2 = 0.8 m and h3 = 2.3 m. Compute the average increase in pressure in KPa in the clay layer below the center of foundation using the 2:1 method. IP

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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indicate the final answer in 3 decimal places.

A square column foundation with base of 1.36 m is shown in the figure. It carries an axial load of 475 kN and has its bottom resting on the ground water table located h1 - 1.4 m. below the ground surface. h2= 0.8 m and h3 -2.3 m. Compute the average increase in pressure in KPa in the clay layer below the center of foundation using the 2:1 method. ĮP -Dry Sand h1 Wet Sand: Clay h3 Soil Properties: Unit Weight of Dry Sand - 15.8 KN/m3 Saturated Unit Weight of Sand = 19.4 KN/m3 Saturated Unit Weight of Clay = 18.7 KN/m3 Compression Index -0.262 Swell Index = 1/5Cc
Transcribed Image Text:A square column foundation with base of 1.36 m is shown in the figure. It carries an axial load of 475 kN and has its bottom resting on the ground water table located h1 - 1.4 m. below the ground surface. h2= 0.8 m and h3 -2.3 m. Compute the average increase in pressure in KPa in the clay layer below the center of foundation using the 2:1 method. ĮP -Dry Sand h1 Wet Sand: Clay h3 Soil Properties: Unit Weight of Dry Sand - 15.8 KN/m3 Saturated Unit Weight of Sand = 19.4 KN/m3 Saturated Unit Weight of Clay = 18.7 KN/m3 Compression Index -0.262 Swell Index = 1/5Cc
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