Direct shear test were performed on a dry, sandy soil. The size of the specimen was 50.55 mm x 50.55 mm. Test results are as follows; Test No. Normal Force (N) Shear Force at Failure (N) 1 88.96440 53.3787 133.4466 81.4025 311.3755 178.3737 4 444.8222 267.3381 Find the Shear Stress Parameters C' = КРа ; Ф- degrees

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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Instruction: Final answers must be placed in a box, and placed to the FOURTH place value after the decimal place
Problem Number 3:
Direct shear test were performed on a dry, sandy soil. The size of the specimen was 50.55 mm x 50.55 mm. Test results
are as follows;
Test No.
Normal Force (N)
Shear Force at Failure (N)
1
88.96440
53.3787
133.4466
81.4025
311.3755
178.3737
4
444.8222
267.3381
Find the Shear Stress Parameters C' =
КРа ; Ф-
degrees
Transcribed Image Text:Problem Number 3: Direct shear test were performed on a dry, sandy soil. The size of the specimen was 50.55 mm x 50.55 mm. Test results are as follows; Test No. Normal Force (N) Shear Force at Failure (N) 1 88.96440 53.3787 133.4466 81.4025 311.3755 178.3737 4 444.8222 267.3381 Find the Shear Stress Parameters C' = КРа ; Ф- degrees
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