Refer to Figure 11.3 for the rigid foundation. Given: B=3 ht: L=6 ht: D₁ = 3 ht: H = 15 ft: E = 140 ton/it: p = 0.4: and net increase of pressure on the founda- tion. A 4000 lb/ft². Estimate the elastic settlement. = Foundation BXI Rigid foundation settlement Ag hdhindhi D₁ = Poisson's ratio E modulus of elasticity H Soil Rock Flexible foundation settlement H
Refer to Figure 11.3 for the rigid foundation. Given: B=3 ht: L=6 ht: D₁ = 3 ht: H = 15 ft: E = 140 ton/it: p = 0.4: and net increase of pressure on the founda- tion. A 4000 lb/ft². Estimate the elastic settlement. = Foundation BXI Rigid foundation settlement Ag hdhindhi D₁ = Poisson's ratio E modulus of elasticity H Soil Rock Flexible foundation settlement H
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter7: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 7.4P
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