lab11 -...

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CE383F04_02ffac22a4b2de2d5c262992fc67361c5004164f.xls, Page 1 of 2 PURDUE UNIVERSITY School of Civil Engineering Geotechnical Laboratory Unconfined Compression Test Soil Sample: Date: Tested by: Group Name: Partners: Specimen Information Descripton Symbol Values Units No. 1 2 3 - Initial Total Mass of Soil M 32.75 g Height of Specimen 2.846 2.836 2.846 in Diameter of Specimen 1.309 1.309 1.309 in Specimen Volume V 3.826 Angle of Failure Plane α 70 degrees Dry Mass of Soil 28.43 Water content w % Specific Gravity G - Void Ratio e - Sketch of the final geometry of the specimen h i d i M s
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CE383F04_02ffac22a4b2de2d5c262992fc67361c5004164f.xls, Page 2 of 2 Average 2.843 1.309
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0 0.05 0.1 0.15 0.2 184 186 188 190 192 194 196 198 200 202 Axial Stress vs. Axial Strain Axial Stress (psi)
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Axial Strain
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CE383F04_02ffac22a4b2de2d5c262992fc67361c5004164f.xls, Page 2 of 2 Load Dial Cal. Factor 0.39 lbs/unit Displ. Dial Gage Cal. Factor 0 in/unit Load and Displacement Reading Load Dial Gage Force Axial Stress
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lab11 -...

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