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IS 10082 : 1981Method of test for the determination of tensile strength by indirect tests on rock specimens

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ASTM D3967 · ISRM Suggested Methods (2007)
CurrentFrequently UsedTesting MethodGeotechnical · Rock Mechanics
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Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues5InternationalTablesFAQ4Related

IS 10082:1981 is the Indian Standard (BIS) for method of test for the determination of tensile strength by indirect tests on rock specimens. This standard specifies the method for determining the indirect tensile strength of rock specimens, primarily through the Brazilian test. It covers the required apparatus, specimen dimensions and preparation, testing procedure, and the formula for calculation.

Method of test for the determination of tensile strength by indirect tests on rock specimens

Overview

Status
Current
Usage level
Frequently Used
Domain
Geotechnical — Rock Mechanics
Type
Testing Method
International equivalents
ASTM D3967-23 · ASTM International, USAISRM Suggested Methods (2007) · International Society for Rock Mechanics (ISRM), International
Typically used with
IS 9179
Also on InfraLens for IS 10082
5Key values4FAQs
Practical Notes
! Ensure perfect diametral loading alignment to prevent shear failure and obtain valid tensile strength results.
! The test is highly sensitive to specimen preparation; flat, parallel, and smooth loading surfaces are critical.
! For a valid test, the fracture must initiate near the center of the specimen and propagate along the loaded diameter.
Frequently referenced clauses
Cl. 3ApparatusCl. 4Test SpecimenCl. 5Procedure (Brazilian Test)Cl. 6Calculation
Pulled from IS 10082:1981. Browse the full clause & table index below in Tables & Referenced Sections.
rock

International Equivalents

Similar International Standards
ASTM D3967-23ASTM International, USA
HighCurrent
Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens
Defines the procedure for determining the splitting tensile strength of rock core discs, commonly known as the Brazilian test.
ISRM Suggested Methods (2007)International Society for Rock Mechanics (ISRM), International
HighCurrent
Suggested Method for Determining Tensile Strength of Rock Materials (Brazilian Test)
Provides a globally recognized recommended methodology for conducting the Brazilian test on prepared rock specimens.
Key Differences
≠IS 10082 specifies a loading rate in terms of force (100 to 200 N/s), whereas ASTM D3967 specifies a time to failure (1 to 10 minutes) and ISRM suggests a much faster time to failure (15 to 30 seconds).
≠ASTM D3967 and ISRM mandate or strongly recommend the use of curved loading jaws with specific radii to reduce contact stress concentrations. IS 10082 describes loading between flat platens with packing strips, which is a less controlled method.
≠The acceptable range for the specimen thickness-to-diameter ratio (t/D) varies. IS 10082 specifies 0.25 to 0.75, while ASTM D3967 allows a slightly wider range of 0.20 to 0.75. ISRM simply recommends a ratio of approximately 0.5.
≠The minimum specimen diameter requirements are slightly different: IS 10082 requires 'not less than 50 mm', ASTM D3967 requires a minimum of 47 mm (NX core), and ISRM recommends a diameter of at least 54 mm (NX core).
Key Similarities
≈All standards are based on the same indirect tensile testing principle, where a cylindrical disc specimen is compressed diametrically until it splits (the 'Brazilian Test').
≈The fundamental formula for calculating the splitting tensile strength (σt) is identical across all standards: σt = 2P / (πDt).
≈All three standards require the test specimen to be a circular disc prepared from a rock core, with flat, parallel faces cut perpendicular to the core's longitudinal axis.
≈The validity of the test in all standards is contingent upon the specimen failing by splitting along the loaded diameter, with the primary fracture initiating near the center.
Parameter Comparison
ParameterIS ValueInternationalSource
Specimen ShapeCircular discCircular discASTM D3967-23
Minimum Specimen DiameterNot less than 50 mmMinimum 47 mm (NX core size)ASTM D3967-23
Thickness-to-Diameter Ratio (t/D)0.25 to 0.750.20 to 0.75ASTM D3967-23
Thickness-to-Diameter Ratio (t/D)0.25 to 0.75Recommended to be approx. 0.5ISRM Suggested Methods (2007)
Loading Rate100 to 200 N/sConstant rate to cause failure in 1 to 10 minutesASTM D3967-23
Loading Platen/Jaw TypeFlat platens with packing stripsCurved loading jaws with radius = 1.5 x specimen radiusASTM D3967-23
Calculation Formulaσt = 2P / (πDt)σt = 2P / (πDt)ASTM D3967-23 / ISRM (2007)
Minimum Number of SpecimensAt least threeSufficient for a representative average (suggests at least 5)ASTM D3967-23
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Minimum specimen diameter45 mm
Specimen length to diameter ratio (L/D)0.5
Recommended loading rate200 N/s
Minimum number of test specimens5
Permissible variation in specimen diameter0.2 mm
Key Formulas
σt = 2P / (πDL) — Tensile strength from Brazilian Test

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 3 - Apparatus
Clause 4 - Test Specimen
Clause 5 - Procedure (Brazilian Test)
Clause 6 - Calculation

Related Resources on InfraLens

Cross-Referenced Codes
IS 9179:1979Method for the preparation of rock specimens ...
→

Frequently Asked Questions4

What is the main test method in IS 10082?+
The Brazilian test, where a cylindrical rock disc is compressed across its diameter to induce tensile failure.
What is the required length-to-diameter (L/D) ratio for the specimen?+
The L/D ratio should be 0.5 (Clause 4.1.2).
How is the tensile strength calculated?+
Using the formula σt = 2P / (πDL), where P=failure load, D=diameter, L=length (Clause 6.1).
What is the minimum acceptable diameter for a rock specimen?+
The specimen diameter shall not be less than 45 mm (Clause 4.1.1).

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