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The D4543-19 standard provides practices for preparing cylindrical rock core test specimens from drill core or block samples for strength and deformation testing. It does not cover cubical, rectangular, or other shapes, though some guidance may be drawn from Test Method C170 as stated in the scope.
Rock material can vary significantly due to lithology, stress history, weathering, moisture content, and other geologic processes. This makes it challenging to achieve ideal tolerances, especially for weaker or highly structured rock. In such cases, best efforts should be made to prepare the specimen to the closest tolerances practicable, with capping of ends permitted if necessary per Section 1.2.
| 🟦 Tolerance Parameter | 📏 Verification Method | 🎯 Conformance Requirement |
|---|---|---|
| Length-to-Diameter Ratio | Calipers or micrometer | Compliance with test standard specifications |
| Straightness of Cylindrical Surface | Straightedge or dial indicator | Within allowable deviation per Section 1.4 |
| Flatness of End Bearing Surfaces | Optical flat or precision straightedge | Flatness tolerance as prescribed |
| Perpendicularity to Core Axis | Square and feeler gauge | Perpendicularity tolerance as prescribed |
Specimens are prepared from intact drill core or block samples. The process involves cutting, grinding, and lapping to achieve dimensional and shape tolerances. Wetting or drying of specimens should be minimized to avoid alteration of moisture content. The moisture condition and volume of the test specimen must be specified in accordance with relevant test standards as noted in Section 1.5.
For difficult rock types, the standard allows capping of ends to achieve bearing surfaces. All preparation must follow curatorial practices from D5079 to ensure integrity, as referenced in Section 1.3.
The standard prescribes tolerance checks on length-to-diameter ratio, straightness of cylindrical surface elements, flatness of end bearing surfaces, and perpendicularity of end surfaces to the core axis as per Section 1.4. These checks ensure specimens meet dimensional and shape tolerances for reliable testing.
Conformance verification uses standard measurement tools. Deviations must be reported, and the standard notes in Note 2 that for stiff testing frames without spherical seating, more stringent requirements may be necessary depending on the rock type. This underscores the need for careful quality control.
The standard covers preparation of cylindrical rock core test specimens from drill core obtained in the field or from block samples. It does not cover cubical or rectangular shapes, as clearly stated in Section 1.1.
All reasonable efforts should be made to prepare to the closest tolerances practicable per Section 1.2. If not possible, the best-effort specimen is considered suitable, and capping of ends is permitted. The situation must be reported in the test results.
Tolerance checks are performed on length-to-diameter ratio, straightness of cylindrical surface, flatness of end surfaces, and perpendicularity to the core axis using tools like calipers, straightedges, squares, and feeler gauges as specified in Section 1.4.
Refer to Practices D5079 for curatorial issues before and during specimen preparation as per Section 1.3. Specific test standards may also provide additional requirements for specimen handling and storage to maintain integrity.