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ASTM D5731-16 establishes the guidelines for determining the point load strength index of rock, serving as a fundamental index test for classifying rock strength. Its design allows for rapid application in both field and laboratory settings using a portable testing machine.
The test method is versatile, accommodating specimens in the form of rock cores, blocks, or irregular lumps. A critical requirement is the test diameter, which must fall within the range of 30 to 85 mm. This method specifically targets medium strength rock defined as having a compressive strength over 15 MPa. It is important to note that the standard does not explicitly mandate which specimen type to select or how to handle anisotropic factors; these decisions are left to the testing program based on the intended use of the data.
| 🟦 Parameter | 📏 Requirement |
|---|---|
| Specimen Forms | Rock cores, blocks, irregular lumps |
| Test Diameter Range | 30 mm to 85 mm |
| Applicable Rock Strength | Medium strength (Compressive strength > 15 MPa) |
| Testing Environment | Field or Laboratory |
The procedure emphasizes minimal specimen preparation and rapid testing. The rock specimen is placed between two conical platens of the testing machine, and a steadily increasing load is applied until failure occurs. The failure load (P) is recorded. A key feature of this method is its portability, making it highly suitable for field use where specimens can be tested promptly after collection. The specific loading rate and platen configuration are defined by the machine and specimen dimensions.
The primary result of the test is the Point Load Strength Index (Is), which is calculated from the failure load and the geometry of the specimen. This index is typically corrected to a standard equivalent diameter of 50 mm (Is(50)) for consistent rock strength classification. All observed and calculated values must adhere to the significant digit and rounding procedures specified in Practice D6026. The standard is widely used alongside others like D7012 for compressive strength and D3740 for agency qualification.
| 📄 Referenced Document | 🎯 Relevance to D5731 |
|---|---|
| D6026 (Significant Digits) | Defines the rounding and digit retention for all calculated values. |
| D7012 (Compressive Strength) | Provides correlation methods for estimating compressive strength from index values. |
| D3740 (Agency QA) | Sets the minimum requirements for agencies performing the testing. |
| D5079 (Rock Core Preservation) | Governs the proper handling and transport of core samples before testing. |
Specimens must have a test diameter between 30 mm and 85 mm to be eligible for this test method.
This test method applies to medium strength rock, specifically characterized by a compressive strength of over 15 MPa.
Yes. The method is designed for both field and laboratory use. The testing machine is portable, and the procedure requires little or minimal specimen preparation, making it an ideal field index test.
All observed and calculated values must conform to the guidelines established in Practice D6026 for significant digits and rounding.