Original Cerchar abrasiveness index tester (OCAI 70) – ASTM D The OCAI accurately determines the rock abrasivity index (CAI) employed for the. ASTM D Standard Test Method for Laboratory Determination of Abrasiveness of Rock Using the CERCHAR Method Link. Two standards exist for this test method: the French. standard AFNOR NF P () and ASTM. D (). The test is widely.

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The Cerchar abrasiveness index. Rock abrasiveness testing for tunnelling. The dead load is then placed on the top of the pin and the pin is carefully lowered to the rock surface. After the test, th epin is carefully removed and the wstm flat wear is measured. While, in the West design, the rock sample moves under a stationary pin. Agencies that meet the criteria of Practice D are generally considered capable of competent and objective testing and sampling.

Work Item s – proposed revisions of this standard. CAI tests were originally carried out on sstm broken surfaces. It astk have a diamater of at least 6 mm and the length should be such at the visibile part of th epin is at least 15 mm. Xstm Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Free quote for buying vane shear test equipment: Users of these practices are cautioned that compliance with Practice D does not in itself assure reliable results.

Note 1—The quality of the result produced by these practices is dependent upon the competence of the personnel performing it and the suitability of the equipment and facilities used.

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Pricing information and quote request on Geotechgate. The test method consists of measuring the wear on the tip of steel stylus with a cone shape and known Rockwell Hardness, caused by scratching against a freshly broken or saw cut rock surface for a prescribed 10 mm distance using one of 7d625 two test apparatus.

The Cerchar- Abrasivity-Index CAI is then calculated from the measured diameter of the resulting wear flat on the pin:. The Cerchar- Abrasivity-Index CAI is then calculated from the measured diameter of the resulting wear flat on the pin: Send us an email to editor geotechdata. Advances in methods of underground excavation, in particular the use of the tunnel boring machine TBMnecessitates knowledge of rock abrasiveness.

Abrasiveness expresses a behavioral characteristic of rock rather f7625 a fundamental physical or mechanical property.

There are two equipment design to run the test:. In heterogeneous rock types such as conglomerates, coarse grained granite or schistose rock, suitable fresh test surfaces are not achieved by mechanical breakage using a hammer.

However, there are situations where stylus with different Rockwell Hardness can be used Therefore, this test method includes discussions on stylus with different Rockwell Hardness.

Mechanical properties

The abrasivity of rock and soil is a factor of significant importance for excavation in tunnelling, underground construction, mining or quarrying. Link to Active R7625 link will always route to the current Active version of the standard. No other units of measurement are included in this standard.

The rock sample is placed in the equipment and firmly clamped using a rigid vice.

Laboratory Tests on Rock – List of Tests – Tonon USA

There are two equipment design to run the test: Can you edit this page? Rock abrasiveness governs the performance of disc cutters, the rate of its replacement and therefore subsequent tunnel costs. 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.

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Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. Copyright – Geotechdata. Cerchar Astj test equipment The testing principle is based on c7625 steel pin with defined geometry and hardness that is scratches the surface of a rough rock sample over a distance of 10 mm under static aetm of 70 N.

CAI is used to assess the abrasiveness of rock for mechanical excavation.

The device is rigid and also fixed to avoid any lateral movement. The testing principle is based on a steel pin with defined geometry and hardness that is scratches the surface of a rough rock sample over a distance of 10 mm under static load of 70 N.

Both devices include the following main parts: Abraison can be defined as wearing or tearing away of particles and material from the solid surface. The Ast, values obtained for both testing velocities 1 are estimated to be equal. The main difference between the two methods is in the duration of the test. The test is then carried out by relative displacement d762 the pin on the rock surface across 10 mm at given time intervals.

It allows to determine an index called CERCHAR Abrasicity Index CAI for the rock’s abrasivity which can be used for evaluate the wear of excavation equipment in different application such as mining, tunnelling and drilling.

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