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 |
SPEC_DESC |
|
X |
Brown sandstone |
Specimen description |
SPEC_PREP |
|
X |
Prepared according to client instructions |
Details of specimen preparation including time between preparation and testing |
RUCS_SDIA |
mm |
1DP |
86.7 |
Specimen diameter |
RUCS_LEN |
mm |
1DP |
235.3 |
Specimen length |
RUCS_MC |
% |
1DP |
3.7 |
Water content of specimen tested |
RUCS_COND |
|
X |
Natural, saturated, dried at 105 degC |
Condition of specimen as tested |
RUCS_DURN |
mm:ss |
T |
6:54 |
Test duration |
RUCS_STRA |
MPa/s |
1DP |
0.5 |
Stress rate |
RUCS_UCS |
MPa |
3SF |
16.8 |
Uniaxial compressive strength |
RUCS_MODE |
|
X |
Shear |
Mode of failure |
RUCS_E |
GPa |
3SF |
221 |
Young’s modulus |
RUCS_MU |
|
2DP |
0.32 |
Poisson’s ratio |
RUCS_ESTR |
|
X |
0-50%UCS, 20MPa |
Stress level at which modulus has been measured |
RUCS_ETYP |
|
PA |
Secant or Tangent |
Method of determination of Young’s modulus |
RUCS_MACH |
|
X |
Denison 7225 |
Type of testing machine |
RUCS_REM |
|
X |
Specimen tested outside required 2.5-3.0 diameter to length ratio |
Remarks |
RUCS_METH |
|
X |
ISRM : Suggested method for determination of Uniaxial Compressive Strength |
Test method |
RUCS_LAB |
|
X |
ACME Laboratories plc |
Name of testing laboratory/organisation |
RUCS_CRED |
|
X |
UKAS 0000 |
Accrediting body and reference number (when appropriate) |
TEST_STAT |
|
X |
Checked |
Test status |
FILE_FSET |
|
X |
FS10 |
Associated file reference (eg test result sheets) |