The settlement analysis, based on two-way drainage of the underlying clay layer, for a proposed structure indicates8 cm of settlement in four years and a final settlement of 25 cm. However, there is some indication that there maybe no drainage at the bottom. For this second case, that is one-way drainage, determine the final settlement and thetime required for the same 8 cm settlement.
The settlement analysis, based on two-way drainage of the underlying clay layer, for a proposed structure indicates8 cm of settlement in four years and a final settlement of 25 cm. However, there is some indication that there maybe no drainage at the bottom. For this second case, that is one-way drainage, determine the final settlement and thetime required for the same 8 cm settlement.
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 2.14P
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The settlement analysis, based on two-way drainage of the underlying clay layer, for a proposed structure indicates
8 cm of settlement in four years and a final settlement of 25 cm. However, there is some indication that there may
be no drainage at the bottom. For this second case, that is one-way drainage, determine the final settlement and the
time required for the same 8 cm settlement.
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