EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
5th Edition
ISBN: 8220101425829
Author: SIVAKUGAN
Publisher: CENGAGE L
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Chapter 20, Problem 20.4P
Repeat Problem 20.2 based on LRFD using the following factors.
Load factor for dead load = 1.25
Load factor for live load = 1.75
Strength reduction factor on the ultimate bearing capacity = 0.50
20.2 A continuous foundation is required in a soil where c′ = 10 kN/m2,
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EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
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