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
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.16P: For a normally consolidated soil, the following is given: Determine the following: a. The...
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