8.1 Refer to Figure 8.3. For a flexible load area, given: B= 3 m, L= 4.6 m, q = 180 kN/m², D; = 2 m, H = 0, v = 0.3, and E = 8500KN/m². Estimate the elastic settlement at the center of the loaded area. Use Eq. (8.14). %3D
8.1 Refer to Figure 8.3. For a flexible load area, given: B= 3 m, L= 4.6 m, q = 180 kN/m², D; = 2 m, H = 0, v = 0.3, and E = 8500KN/m². Estimate the elastic settlement at the center of the loaded area. Use Eq. (8.14). %3D
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 9.6P
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