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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

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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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