Refer to Figure 5.13. For a continuous foundation constructed over a granular trench, the following are given:●● B = 1 m, W = 1.5 m, Df = 1 m●● Φ'1 = 40º, c'1 = 0, γ1 = 18 kN/m3●● Φ2 = 0, c2 = cu(2) = 40 kN/m2, γ2 = 17 kN/m3Estimate the gross ultimate bearing capacity. - B –→D;ВGWeak soil01HFEDGranular trench-W-Figure 5.13 Continuous rough foundation on weak soil with a granular trench

Solution Given Data B = 1 m, W = 1.5 m, Df = 1 mΦ'1 = 40º, c'1 = 0, γ1 = 18 kN/m3 Φ2 = 0, c2 = cu(2)…

Answered: - B –→ D; В G Weak soil 01 H F E D…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Refer to Figure 5.13. For a continuous foundation constructed over a granular trench, the following are given:
●● B = 1 m, W = 1.5 m, D_f = 1 m
●● Φ'₁ = 40º, c'₁ = 0, γ₁ = 18 kN/m³
●● Φ₂ = 0, c₂ = c_u(2) = 40 kN/m², γ₂ = 17 kN/m³
Estimate the gross ultimate bearing capacity.

- B –→
D;
В
G
Weak soil
01
H
F
E
D
Granular trench
-W-
Figure 5.13 Continuous rough foundation on weak soil with a granular trench

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