Direct Shear Test Report · Date of Test: Test Performed: Test Material: 0% N Normal stress at peak...
Transcript of Direct Shear Test Report · Date of Test: Test Performed: Test Material: 0% N Normal stress at peak...
Date of Test:
Test Performed:
Test Material:
0%
N
Normal stress at peak τ (kPa): 36.60
Stress or Displacement Controlled: Displacement
Peak Shear Strength (kPa): 43.30
Vertical Stress (kPa): 35
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: 0.428Specimen ID:
1_D Height (mm): 42.55
101.6
Weight (gr):
Density (kN/m3): 18.21
815.22
42.55
18.48
815.22
101.6 Comments
Time to Compression (min):
Relative Density (%):
Void Ratio:
Height (mm):
Density (kN/m3):
Dimension (mm):
Weight (gr):
5.4
#DIV/0!
0.406
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
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 2 4 6
Axial Strain (%)
Time (min)
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0.1 1 10
Axial Strain (%)
Log Time (min)
0
5
10
15
20
25
30
35
40
45
50
0 2 4 6 8 10 12
Shear Stress (kPa)
Horizontal Displacement (mm)