ASTM D Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and. ASTM D Method C. Reference. Uniaxial Compressive Strength of Intact Rock Core Specimens. (deg). Type. Failure Mode. Rock Type. Buy ASTM D TEST METHOD FOR COMPRESSIVE STRENGTH AND ELASTIC MODULI OF INTACT ROCK CORE SPECIMENS UNDER VARYING.
|Published (Last):||22 November 2018|
|PDF File Size:||1.34 Mb|
|ePub File Size:||3.66 Mb|
|Price:||Free* [*Free Regsitration Required]|
Follow us YouTube LinkedIn.
ASTM D, Test equipment Controls
The tests provide data in determining the strength of rock, namely: Reliable results depend on many factors; Practice D provides a means for evaluating some of those factors. Note 1 Elastic moduli qstm by sonic methods Test Method D may often be employed as preliminary measures of anisotropy. Therefore, laboratory values for intact specimens must be employed with proper judgment in engineering applications. Agencies that meet the criteria of Practice D are 7d012 considered capable of competent and objective testing.
ASTM D7012 – 14e1
Deformation and strength of rock are known to be functions of confining pressure. It performs either uniaxial or asym tests under Platens surface hardness certificate The standards prescribe a minimum surface hardness depending on the type of test to be performed. The test system comprehends: In the triaxial mode, a water pressure gradient may be applied to the specimen Temperature Variation— Applies to any of the methods and allows for testing at temperatures above or below room temperature.
It is asfm the scope of this standard to consider significant digits used in analytical methods for engineering design. In addition, they are representative of the significant digits that generally dd7012 be retained.
Semi-automatic Uniaxial and Triaxial test system. No other units of measurement are included d7102 this standard. This option is identified by the Certificate code shown on the following table.
The 2 consoles are operated independently and the Rock mechanics – Uniaxial and triaxial test systems: It should be observed that this method makes no provision for pore pressure measurements and specimens are undrained platens are not vented. The elastic constants Methods B and D are used to calculate the stress and deformation in rock structures.
Strain is not typically measured; therefore a stress-strain curve is not produced. Maintenance Spares Technical trainings Warranty Academy.
These methods make no provision for pore pressure measurements and specimens are undrained platens are not vented. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Active view current version of standard.
Rock mechanics – Highly advanced rock testing systems: However, there are some cases where either the rock type or the loading condition of the problem under consideration will require the effective stress or drained parameters be determined.
Thus, the strength values determined are in terms of total stress and are not corrected for pore pressures.
The original four standards are now referred to as Methods in this standard. Home Products Search results Results for: Hoek cells and sample extruder The Hoek triaxial cells are offered in five models of different size; each one consists of the following: This test method does not include the procedures necessary to obtain a stress-strain curve beyond the ultimate strength.
Users of this standard are cautioned that compliance with Practice Zstm does not in itself ensure reliable results. Link to Active This link will always adtm to the current Active version of the standard.
The E7012 core should have a diameter from Methods A and B determine the triaxial compressive strength at different pressures and Methods C and D determine the unconfined, uniaxial strength. The elastic moduli for such rocks should be determined from unload-reload cycles, that are not covered by this test method. Thus the strength values determined are in terms of total stress, that is, are not corrected for pore pressures.
Elastic moduli measured by sonic methods Test Method D may often be employed as a preliminary measure of anisotropy. Concrete – Upgradings for Compression Testers: When required, the hardness verification is performed with certified instruments.
It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.