7.9 A specimen of soil was collected from a depth of 12 m in a deposit of clay. The ground water table coincides with the ground surface. For the soil, LL= 68, PL = 29, and Yat = 17.8 kN/m³. Estimate the undrained shear strength S of this clay for the following cases. (a) If the clay is normally consolidated. (b) If the preconsolidation pressure is 191kN/m².
7.9 A specimen of soil was collected from a depth of 12 m in a deposit of clay. The ground water table coincides with the ground surface. For the soil, LL= 68, PL = 29, and Yat = 17.8 kN/m³. Estimate the undrained shear strength S of this clay for the following cases. (a) If the clay is normally consolidated. (b) If the preconsolidation pressure is 191kN/m².
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.1P
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![7.9 A specimen of soil was collected from a depth of 12 m in a deposit
of clay. The ground water table coincides with the ground surface. For the soil,
LL= 68, PL = 29, and Ysat = 17.8 kN/m'. Estimate the undrained shear strength
S of this clay for the following cases.
(a) If the clay is normally consolidated.
(b) If the preconsolidation pressure is 191kN/m².](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe38bbf6b-f72d-45f6-b779-5783494b3fda%2F922b245d-42fe-4081-ab52-2541ca366075%2Fpfnamjg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:7.9 A specimen of soil was collected from a depth of 12 m in a deposit
of clay. The ground water table coincides with the ground surface. For the soil,
LL= 68, PL = 29, and Ysat = 17.8 kN/m'. Estimate the undrained shear strength
S of this clay for the following cases.
(a) If the clay is normally consolidated.
(b) If the preconsolidation pressure is 191kN/m².
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