Difference between revisions of "Testwork: Point load index"
(Created page with "category:Testwork category:Geotechnical tests ==Testwork: Point load index== {{Test|name=Point load index|Abrev=PLI|Alt=Is50|F80=60 mm|P80=20 mm|Models=}} Point load ...") |
(→Testwork: Point load index) |
||
| Line 4: | Line 4: | ||
{{Test|name=Point load index|Abrev=PLI|Alt=Is50|F80=60 mm|P80=20 mm|Models=}} |
{{Test|name=Point load index|Abrev=PLI|Alt=Is50|F80=60 mm|P80=20 mm|Models=}} |
||
| − | Point load index is a standard measurement of rock competency and is often used as a proxy for the [[Testwork:Unconfined compressive strength|Unconfined compressive strength]] which is used to determine rock mass rating (RMR) and slope stability for pit walls. |
+ | Point load index is a standard measurement of rock competency and is often used as a proxy for the [[Testwork: Unconfined compressive strength|Unconfined compressive strength]] which is used to determine rock mass rating (RMR) and slope stability for pit walls. |
The test is a 'per-specimen' test where individual specimens of drill core are hand-picked by the test operator and placed into the apparatus. Typically several specimen is chosen at regular intervals down a section of core are aggregated to represent a sample and the result reported may include subjective comments like "good fracture" or "invalid-fracture failure". |
The test is a 'per-specimen' test where individual specimens of drill core are hand-picked by the test operator and placed into the apparatus. Typically several specimen is chosen at regular intervals down a section of core are aggregated to represent a sample and the result reported may include subjective comments like "good fracture" or "invalid-fracture failure". |
||
Revision as of 18:10, 19 May 2015
Contents
Testwork: Point load index
| Test name | ||||
| Point load index | ||||
| ||||
| ||||
| Models | ||||
Point load index is a standard measurement of rock competency and is often used as a proxy for the Unconfined compressive strength which is used to determine rock mass rating (RMR) and slope stability for pit walls.
The test is a 'per-specimen' test where individual specimens of drill core are hand-picked by the test operator and placed into the apparatus. Typically several specimen is chosen at regular intervals down a section of core are aggregated to represent a sample and the result reported may include subjective comments like "good fracture" or "invalid-fracture failure".
Sample Requirements
The test requires multiple cylindrical pieces of large or small diameter (NQ, HQ or PQ) drill core, minimum length 60 mm.
Test Inputs
Not applicable.
Test Outputs
SAGMILLING.COM uses only metric units of "MPa corrected to Is50". If the laboratory reports PLI in other units (such as psi), convert the results before entering.
The laboratory will report the following information:
- N° specimens: The number of specimens tested (typically 10-20)
- min The value of the specimen with the lowest result (if applicable)
- max: The value of the specimen with the highest result (if applicable)
- stdev: The standard deviation of value of all the specimens (if applicable)
- pli: The arithmetic average of the Is50 as MPa of all the specimens
Modelling
Point load index is not used directly in any SAGMILLING.COM models. Literature suggests it can occasionally be used as a proxy for the Bond crushing work index if a suitable calibration sample set exists for an ore.
The PLI reflects the energy requirement to break rocks in the coarse size range, from >100 mm down to about 10 mm - 20 mm.
