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A soil has y=17KN/m³, C=50 KN/m², ¤= 32, and e= 0.39. Before the foundation was laid a compaction test was done on the soil where results were ymax=20KN/m³, optimum moisture content 10% and e=0.21. If the loosest void ratio is 0.97, Find the ultimate bearing capacity for the given foundation using Terzaghi equation. 1.8m 4.5m, D=3.2m

A soil has y=17KN/m³, C=50 KN/m², ¤= 32, and e= 0.39. Before the foundation was laid a compaction test was done on the soil where results were ymax=20KN/m³, optimum moisture content 10% and e=0.21. If the loosest void ratio is 0.97, Find the ultimate bearing capacity for the given foundation using Terzaghi equation. 1.8m 4.5m, D=3.2m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A soil has y=17KN/m³, C=50 KN/m², ¤= 32, and e= 0.39. Before the foundation was laid a compaction test was done on the soil where results were ymax=20KN/m³, optimum moisture content 10% and e=0.21. If the loosest void ratio is 0.97, Find the ultimate bearing capacity for the given foundation using Terzaghi equation. 1.8m 4.5m, D=3.2m
Transcribed Image Text:A soil has y=17KN/m³, C=50 KN/m², ¤= 32, and e= 0.39. Before the foundation was laid a compaction test was done on the soil where results were ymax=20KN/m³, optimum moisture content 10% and e=0.21. If the loosest void ratio is 0.97, Find the ultimate bearing capacity for the given foundation using Terzaghi equation. 1.8m 4.5m, D=3.2m
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