Two drained triaxial tests were performed on a saturated overconsolidated clay and the results are shown below. Determine the effective and total shear strength parameters. Specimen I: Specimen II: 0-70 kPa a=160 kPa Od 130 kPa Od-223.5 kPa
Two drained triaxial tests were performed on a saturated overconsolidated clay and the results are shown below. Determine the effective and total shear strength parameters. Specimen I: Specimen II: 0-70 kPa a=160 kPa Od 130 kPa Od-223.5 kPa
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 10.21P
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![Two drained triaxial tests were performed on a saturated overconsolidated clay
and the results are shown below. Determine the effective and total shear
strength parameters.
Specimen I:
Specimen II:
0²-70 kPa
a=160 kPa
Od 130 kPa
Od-223.5 kPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F30bc09eb-74f4-4e42-a4e2-e26f1279f30f%2F1c9c4e61-e6f0-4320-b077-f085d455ab87%2Fyb5n8zh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Two drained triaxial tests were performed on a saturated overconsolidated clay
and the results are shown below. Determine the effective and total shear
strength parameters.
Specimen I:
Specimen II:
0²-70 kPa
a=160 kPa
Od 130 kPa
Od-223.5 kPa
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