Repeat Problems 5.11 for a foundation of size = 1.8 m X 1.8 m and with = 190 kN/m2, = 1.0 m, H = 15 m; and soil conditions of = 0.4, = 15,400 kN/m2, and ϒ = 17 kN/m3. Problems 5.11 Figure 5.16 shows a foundation of 3.05 m X 1.91 m resting on a sand deposit. The net load per unit area at the level of the foundation, , is 144 kN/m2. For the sand, = 0.3, = 22,080 kN/m2, = 0.76 m and H = 9.76 m. Assume that the foundation is rigid, and determine the elastic settlement the foundation would undergo. Use Eqs. (5.33) and (5.41).
Repeat Problems 5.11 for a foundation of size = 1.8 m X 1.8 m and with = 190 kN/m2, = 1.0 m, H = 15 m; and soil conditions of = 0.4, = 15,400 kN/m2, and ϒ = 17 kN/m3. Problems 5.11 Figure 5.16 shows a foundation of 3.05 m X 1.91 m resting on a sand deposit. The net load per unit area at the level of the foundation, , is 144 kN/m2. For the sand, = 0.3, = 22,080 kN/m2, = 0.76 m and H = 9.76 m. Assume that the foundation is rigid, and determine the elastic settlement the foundation would undergo. Use Eqs. (5.33) and (5.41).
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 17.6P
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Question
Repeat Problems 5.11 for a foundation of size = 1.8 m X 1.8 m and with 
= 190 kN/m2, 
= 1.0 m, H = 15 m; and soil conditions of 
= 0.4, 
= 15,400 kN/m2, and ϒ = 17 kN/m3.
Problems 5.11
Figure 5.16 shows a foundation of 3.05 m X 1.91 m resting on a sand deposit. The net load per unit area at the level of the foundation, , is 144 kN/m2. For the sand, = 0.3, = 22,080 kN/m2, = 0.76 m and H = 9.76 m. Assume that the foundation is rigid, and determine the elastic settlement the foundation would undergo. Use Eqs. (5.33) and (5.41).
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