This is Civil Engineering. Specifically Foundation Engineering. Please post thorough answers and work. Any plot needs to be computer generated. Thank you 6.11 Refer to Figure 6.17. For a rectangular foundation on layeredsand, given:B = 4 ft, L=6 ft, H = 2 ft, Dj = 3 ft71 98 lb/ft³, d'₁ = 30° ,c₁=072 = 108 lb/ft³, 2=38°, c'₂ = 0Using a factor of safety of 4, determine the gross allowable load thefoundation can carry. Use Eq. (6.46).. Figure 6.17▸ DetailsStronger soil(a)(b)DVBWeaker soilHB(a) Foundation on weaker soil layer underlain by stronger sand layer; (b)nature of variation of qu with H/B

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6.11 Refer to Figure 6.17. For a rectangular foundation on layered sand, given: B = 4 ft, L = 6 ft, H = 2 ft, Dj = 3 ft 71 = 98 lb/ft³,d₁ = 30°, c₁=0 72 = 108 lb/ft³, ₂ = 38°, c₂=0 . Using a factor of safety of 4, determine the gross allowable load the foundation can carry. Use Eq. (6.46).

6.11 Refer to Figure 6.17. For a rectangular foundation on layered sand, given: B = 4 ft, L = 6 ft, H = 2 ft, Dj = 3 ft 71 = 98 lb/ft³,d₁ = 30°, c₁=0 72 = 108 lb/ft³, ₂ = 38°, c₂=0 . Using a factor of safety of 4, determine the gross allowable load the foundation can carry. Use Eq. (6.46).

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter5: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases

Section: Chapter Questions

Problem 5.9P

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