The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170
The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170
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 10.10P
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![The total horizontal and vertical stresses at a
point X in a saturated sandy medium are 170
kPa and 300 kPa, respectively. The static
pore-water pressure is 30 kPa. At failure, the
excess pore water pressure is measured to be
94.50 kPa, and the shear stresses on the
vertical and horizontal planes passing through
the point X is zero. Effective cohesion is 0 kPa
and effective angle of internal friction is 36°.
The shear strength (kPa, up to two decimal
places) at point X is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf982bc7-0c94-4645-84e6-1052e19b2337%2Fc7c48606-bc41-4145-a9e0-40222d3d1672%2F0uhua3k_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The total horizontal and vertical stresses at a
point X in a saturated sandy medium are 170
kPa and 300 kPa, respectively. The static
pore-water pressure is 30 kPa. At failure, the
excess pore water pressure is measured to be
94.50 kPa, and the shear stresses on the
vertical and horizontal planes passing through
the point X is zero. Effective cohesion is 0 kPa
and effective angle of internal friction is 36°.
The shear strength (kPa, up to two decimal
places) at point X is
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