Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months. 1200 kN G.S. 1.0m 3m x 4m = 8000ŁN/m²..y = 20KN/m² 2.0m Clay 0.5B -1.5m 0.6 0.533 Iz(avg) 4.5m 3.0m Sand E = 20000KN/m² 0.133 Rock 2B - 6m 2B - 0.6 Iz
Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months. 1200 kN G.S. 1.0m 3m x 4m = 8000ŁN/m²..y = 20KN/m² 2.0m Clay 0.5B -1.5m 0.6 0.533 Iz(avg) 4.5m 3.0m Sand E = 20000KN/m² 0.133 Rock 2B - 6m 2B - 0.6 Iz
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.16P
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resolve problem: Redo problem (5.3) but with sand instead of clay as shown in the figure below.
(Ans.: Si(Total) = 5.75 mm)
"please resolve the problem 5.3 but sand instead of clay"
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