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.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Natural Soil Deposits And Subsoil Exploration
Section: Chapter Questions
Problem 3.19P
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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.
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