Representative samples of a layer of silty clay, 5m thick, were tested in a consolidometer and the following results were obtained: Initial void ratio eq=0.90 Preconsolidation Recompression index C,=0.03 Compression insex Ce=0.27 stress o'c-120kN/m² Estimate the consolidation settlement if the present average overburden stress of the layer o'o -70kN/m² and increase in average stress in the laver is 80kN/m².
Representative samples of a layer of silty clay, 5m thick, were tested in a consolidometer and the following results were obtained: Initial void ratio eq=0.90 Preconsolidation Recompression index C,=0.03 Compression insex Ce=0.27 stress o'c-120kN/m² Estimate the consolidation settlement if the present average overburden stress of the layer o'o -70kN/m² and increase in average stress in the laver is 80kN/m².
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.12P
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