Consider the given rectangular footing and soil having below mentioned properties: 1.5 m 1 m 7/8 D N₂ = 26 N₁ = 14.5 N₂ = 10.9 c=17.5 kN/m² Y=16.8 kN/m (2m x 3 m) = 19.5 kN/m Ysat 20 kN/m, c = 8 kPa N = 30, N, 18.4, N., = 15.1 3 A There is no effect of water table on net safe bearing capacity of pure clay. Correct Option B Water table occurrence at any depth below base of footing reduces the bearing capacity. C Ultimate bearing capacity of soil is 945.526 kN/m² Correct Option Water table correction factor applied for given condition is 0.75. Correct Option

Consider the given rectangular footing and soil having below mentioned properties: 1.5 m 1 m 7/8 D N₂ = 26 N₁ = 14.5 N₂ = 10.9 c=17.5 kN/m² Y=16.8 kN/m (2m x 3 m) = 19.5 kN/m Ysat 20 kN/m, c = 8 kPa N = 30, N, 18.4, N., = 15.1 3 A There is no effect of water table on net safe bearing capacity of pure clay. Correct Option B Water table occurrence at any depth below base of footing reduces the bearing capacity. C Ultimate bearing capacity of soil is 945.526 kN/m² Correct Option Water table correction factor applied for given condition is 0.75. Correct Option

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter17: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 17.12P

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