Direct Shear Test Report - geocasehistoriesjournal.org · Type of Test: Constant Load ... Direct...
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Transcript of Direct Shear Test Report - geocasehistoriesjournal.org · Type of Test: Constant Load ... Direct...
Date of Test:
Test Performed:
Test Material:
0%
N
Normal stress at peak τ (kPa): 72.95
Stress or Displacement Controlled: Displacement
Peak Shear Strength (kPa): 76.96
Vertical Stress (kPa): 70
Prepared by: Athena
Monotonic Shear
Sandy soil
Sample Preparation: prepared dense
DZ
Consolidation Stage Shear Stage
Checked by:
Type of Test: Constant Load
Saturated (Y/N):
Moisture Content (%):
Direct Shear Test Report Geotechnical Engineering Laboratory
Device: square box
Test ID:
9/4/2014 Specimen Dimension (mm):
General Test Info and Sample Preparation
Relative Density (%): ‐
Void Ratio: 0.415Specimen ID:
2_D Height (mm): 42.55
101.6
Weight (gr):
Density (kN/m3): 18.37
822.43
42.55
18.80
822.43
101.6 Comments
Time to Compression (min):
Relative Density (%):
Void Ratio:
Height (mm):
Density (kN/m3):
Dimension (mm):
Weight (gr):
5.3
#DIV/0!
0.383
Shear Rate (mm/min): 0.20
‐1.2
‐1
‐0.8
‐0.6
‐0.4
‐0.2
0
0.2
0 5 10 15
Vertical Displacement (m
m)
Horizontal Displacement (mm)
6/4/2014_Version 1.0
0
0.5
1
1.5
2
2.5
0 2 4 6
Axial Strain (%)
Time (min)
0
0.5
1
1.5
2
2.5
0.1 1 10
Axial Strain (%)
Log Time (min)
0
10
20
30
40
50
60
70
80
90
0 2 4 6 8 10 12
Shear Stress (kPa)
Horizontal Displacement (mm)