The soil profile at a site for a proposed office building consists of a layer of fine sand 10.4 m thick above a layer of over consolidated clay 2 m thick. Below the clay is a deposit of coarse sand as shown in figure. 3 m Fine sand 7.4 m イ Clay Coarse sand For sand: void ratio = 0.76 %3D For clay: water content = 38% Specific gravity of clay and sand both = 2.7 Vertical stress increase = 140 kPa Compression index of clay = 0.3 Recompression index of clay = 0.05 Over consolidation ratio = 1.5 %3D %3D %3D Assume soil above water table to be saturated. The primary consolidation settlement of the clay will be: 2.
The soil profile at a site for a proposed office building consists of a layer of fine sand 10.4 m thick above a layer of over consolidated clay 2 m thick. Below the clay is a deposit of coarse sand as shown in figure. 3 m Fine sand 7.4 m イ Clay Coarse sand For sand: void ratio = 0.76 %3D For clay: water content = 38% Specific gravity of clay and sand both = 2.7 Vertical stress increase = 140 kPa Compression index of clay = 0.3 Recompression index of clay = 0.05 Over consolidation ratio = 1.5 %3D %3D %3D Assume soil above water table to be saturated. The primary consolidation settlement of the clay will be: 2.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.16P
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