|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| UNCONFINED
COMPRESSIVE STRENGTH |
| ASTM D 2166 |
|
|
|
|
|
|
|
|
|
|
|
| Project Name: |
Landfill Cap Barrier |
|
|
Tested by: |
MMB |
|
|
| Project No.: |
12345.0001 |
|
|
Date: |
|
03/26/03 |
|
|
| Sample ID: |
EP-5D-25.0ST |
|
|
Sample Description: |
Clay |
|
|
|
|
|
|
|
|
|
|
|
|
|
| Sample
Properties |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Sample |
Sample |
Sample |
|
Height:Diameter |
|
Sample |
| diameter, inches |
Area, square inches |
length, inches |
|
Ratio |
|
Weight, gm |
| 2.870 |
6.46 |
6.213 |
|
2.17 |
|
1289.6 |
| 2.866 |
|
|
6.220 |
|
|
|
|
|
| 2.870 |
|
|
6.217 |
|
|
|
|
|
| Avg.= |
2.869 |
|
|
Avg.= |
6.217 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Moisture,
Density and Saturation |
|
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Moisture
Content, %: |
|
|
27.4 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Grain Density
(est.) |
|
|
2.65 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Wet Density,
pcf: |
|
|
122.3 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Dry Density,
pcf: |
|
|
96.0 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Total Porosity: |
|
|
0.42 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Void Ratio: |
|
|
0.72 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Pore Volume,
cc: |
|
|
276.5 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Percent
Saturation: |
|
|
100.3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Unconfined
Stress Analysis |
|
|
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Unconfined
Compressive Strength, psf |
1555 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Strain at
Failure, % |
|
|
3.22 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Strain Rate,
in/min. |
|
|
0.089 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| Failure
Description: |
|
|
See |
|
|
|
|
|
|
| |
|
|
|
Photo |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Notes: |
|
|
|
|
|
|
|
|
|
|
| Moisture Content on entire sample after shear. |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
