LOCA_ID |
|
ID |
327-16A |
Location identifier |
SAMP_TOP |
m |
2DP |
24.55 |
Depth to top of sample |
SAMP_REF |
|
X |
24 |
Sample reference |
SAMP_TYPE |
|
PA |
U |
Sample type |
SAMP_ID |
|
ID |
ABC121415010 |
Sample unique global identifier |
SPEC_REF |
|
X |
1a |
Specimen reference |
SPEC_DPTH |
m |
2DP |
24.55 |
Depth to top of test specimen |
SHBT_TESN |
|
X |
1 |
Shear box stage/specimen reference |
SHBT_BDEN |
Mg/m3 |
2DP |
1.96 |
Initial bulk density |
SHBT_DDEN |
Mg/m3 |
2DP |
1.63 |
Initial dry density |
SHBT_NORM |
kPa |
0DP |
100 |
Normal stress applied |
SHBT_DISP |
mm/min |
2SF |
0.024 |
Displacement rate for peak stress stage |
SHBT_DISR |
mm/min |
2SF |
0.12 |
Displacement rate for residual stress stage |
SHBT_REVS |
|
0DP |
3 |
Number of traverses if residual test |
SHBT_PEAK |
kPa |
1DP |
65.5 |
Peak shear stress |
SHBT_RES |
kPa |
1DP |
47.2 |
Residual shear stress |
SHBT_PDIS |
mm |
2DP |
2.35 |
Horizontal displacement at peak shear stress |
SHBT_RDIS |
mm |
2DP |
12.41 |
Horizontal displacement at residual shear stress |
SHBT_PDIN |
mm |
2DP |
1.24 |
Vertical displacement at peak shear stress |
SHBT_RDIN |
mm |
2DP |
-4.23 |
Vertical displacement at residual shear stress |
SHBT_PDEN |
Mg/m3 |
XN |
#2.65 |
Particle density with prefix # if value assumed |
SHBT_IVR |
|
3DP |
0.526 |
Initial voids ratio |
SHBT_MCI |
% |
MC |
20 |
Initial moisture content |
SHBT_MCF |
% |
MC |
18 |
Final moisture content |
SHBT_DIA1 |
mm |
2DP |
85.21 |
Specimen diameter in direction of shear (rock joints) |
SHBT_DIA2 |
mm |
2DP |
89.34 |
Specimen diameter perpendicular to shear (rock joints) |
SHBT_HGT |
mm |
2DP |
80.02 |
Specimen height |
SHBT_CRIT |
|
X |
Stress ratio |
Failure/residual strength criterion used |
SHBT_REM |
|
X |
Reached end of travel |
Remarks |
FILE_FSET |
|
X |
FS18 |
Associated file reference (eg test result sheets) |