X A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. (for clay layer, eo=0.91, LL=50%, ysat=120pcf) 4p=1kf 7110 pct. 7 feet Tw=115 pcf Chy ww349.22509.120 pct 17 feet -6.736 The initial effective stress (ksf) at :the mid of clay layer is The total consolidation settlement ▼ 2.407 :(inch) is - 7.6 The final effective stress (ksf) at the :mid of clay layer is .Your answer is incorrect The initial effective stress (ksf) at : al the mid of clay layer is: →1.74, The total consolidation settlement (inch) is: →7.6, The final effective stress (ksf) at the mid of clay layer is: → 2.74 X من X درجة
X A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. (for clay layer, eo=0.91, LL=50%, ysat=120pcf) 4p=1kf 7110 pct. 7 feet Tw=115 pcf Chy ww349.22509.120 pct 17 feet -6.736 The initial effective stress (ksf) at :the mid of clay layer is The total consolidation settlement ▼ 2.407 :(inch) is - 7.6 The final effective stress (ksf) at the :mid of clay layer is .Your answer is incorrect The initial effective stress (ksf) at : al the mid of clay layer is: →1.74, The total consolidation settlement (inch) is: →7.6, The final effective stress (ksf) at the mid of clay layer is: → 2.74 X من X درجة
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter6: Soil Compaction
Section: Chapter Questions
Problem 6.15P
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