Sand o' = 40° c' = 0 y = 16.5 kN/m 1.5 m FIGURE 6.24 A continuous foundation with load eccentricity 2 m
Sand o' = 40° c' = 0 y = 16.5 kN/m 1.5 m FIGURE 6.24 A continuous foundation with load eccentricity 2 m
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter4: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 4.6P
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A continuous foundation is shown in Figure 6.24. If the load eccentricity is 0.2 m, determine the ultimate load, Qu, per unit length of the foundation. Use Meyerhof’s effective area method.
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