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Sample description: Uniform SAND, medium grain. Rate of strain: 1 mm/min Proving Ring No. == Calibration: 3 N per 1/100 rotation TEST 1 Shear box size: 6 cm x 6 cm Normal load: 981N Initial area A: 36 cm? Normal stress: kPa 272.50 Proving Ring Dial Time Horiz. Displ. Strain Shear Load Shear Stress (min) (mm) (rev) (N) (kPa) 0.0 0.0 1 1. 119 209 3 231 4. 4 211 181 2.

Sample description: Uniform SAND, medium grain. Rate of strain: 1 mm/min Proving Ring No. == Calibration: 3 N per 1/100 rotation TEST 1 Shear box size: 6 cm x 6 cm Normal load: 981N Initial area A: 36 cm? Normal stress: kPa 272.50 Proving Ring Dial Time Horiz. Displ. Strain Shear Load Shear Stress (min) (mm) (rev) (N) (kPa) 0.0 0.0 1 1. 119 209 3 231 4. 4 211 181 2.

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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Determine the shear strength parameters for a given soil using the direct shear test sample No1. Calculate the Shear Load in Newtons and Shear Stress in KPa in the box below.

Sample description: Uniform SAND, medium grain. Proving Ring No. == Rate of strain: 1 mm/min Calibration: 3 N per 1/100 rotation TEST 1 Shear box size: 6 cm x 6 cm Normal load: 981 N Initial area A: 36 cm? Normal stress: 272.50 kPa Proving Ring Time Horiz. Displ. Strain Shear Load Shear Stress Dial (min) (mm) (rev) (N) (kPa) 0.0 0.0 119 2 209 3 231 4 211 181
Transcribed Image Text:Sample description: Uniform SAND, medium grain. Proving Ring No. == Rate of strain: 1 mm/min Calibration: 3 N per 1/100 rotation TEST 1 Shear box size: 6 cm x 6 cm Normal load: 981 N Initial area A: 36 cm? Normal stress: 272.50 kPa Proving Ring Time Horiz. Displ. Strain Shear Load Shear Stress Dial (min) (mm) (rev) (N) (kPa) 0.0 0.0 119 2 209 3 231 4 211 181
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