Testwork: Point load index - Revision history

Alex Doll: /* Test Outputs */

2016-07-29T15:47:25Z

Test Outputs

Alex Doll: /* Test Outputs */

2015-07-24T19:32:28Z

Test Outputs

Alex Doll: /* Testwork: Point load index */

2015-05-19T17:10:41Z

Testwork: Point load index

Alex Doll: 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 ..."

2015-05-19T17:10:07Z

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 ..."

New page

[[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 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".

===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.

@@ Line 22: / Line 22: @@
 The laboratory will report the following information:
 * <b>N° specimens:</b> The number of specimens tested (typically 10-20)
-* <b>min</b> The value of the specimen with the lowest result (if applicable)
+* <b>min</b> The Is50 value, MPa, of the specimen with the lowest result (if applicable)
-* <b>max:</b> The value of the specimen with the highest result (if applicable)
+* <b>max:</b> The Is50 value, MPa, of the specimen with the highest result (if applicable)
 * <b>stdev:</b> The standard deviation of value of all the specimens (if applicable)
 * <b>pli:</b> The arithmetic average of the Is50 as MPa of all the specimens

@@ Line 26: / Line 26: @@
 * <b>stdev:</b> The standard deviation of value of all the specimens (if applicable)
 * <b>pli:</b> The arithmetic average of the Is50 as MPa of all the specimens
 === Modelling ===

@@ Line 4: / Line 4: @@
 {{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".