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IS 2386 Part 7 : 2021Methods of Test for Aggregates for Concrete - Part 7: Alkali-Aggregate Reactivity

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CurrentSpecializedTesting MethodMaterials Science · Aggregates and Sand
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OverviewValues5InternationalTablesFAQ4Related

IS 2386:2021 Part 7 is the Indian Standard (BIS) for methods of test for aggregates for concrete - part 7: alkali-aggregate reactivity. This standard details the testing methods to evaluate the potential alkali-aggregate reactivity (AAR) of aggregates intended for use in concrete. It outlines both the chemical method for rapid screening and the long-term mortar bar method for assessing deleterious expansive potential.

Covers methods for determining potential alkali-aggregate reactivity of aggregates, including the mortar bar method and chemical method.

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Aggregates and Sand
Type
Testing Method
Typically used with
IS 383IS 456IS 460IS 650
Also on InfraLens for IS 2386
5Key values1Tables4FAQs
Practical Notes
! The chemical method is a rapid screening tool; aggregates failing this test should not be outright rejected without confirmation from the more reliable long-term mortar bar test.
! Alkali-aggregate reaction is highly dependent on moisture; therefore, testing is critical for aggregates used in dams, foundations, and marine structures.
! If an aggregate is found to be reactive, risks can often be mitigated by using low-alkali cement or incorporating mineral admixtures like fly ash or GGBS.
Frequently referenced clauses
Cl. 2Chemical MethodCl. 3Mortar Bar MethodCl. 3.4Measurement of Expansion
Pulled from IS 2386:2021. Browse the full clause & table index below in Tables & Referenced Sections.
aggregatesconcretecementalkali-silica

International Equivalents

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Key Values5

Quick Reference Values
mortar bar test temperature38 ± 2 °C
chemical method test temperature80 ± 1 °C
potentially reactive expansion limit> 0.1% at 6 months
hazardous expansion early indicator> 0.05% at 3 months
comparator gauge length250 mm
Key Formulas
Expansion (%) = (Difference in length / Effective gauge length) × 100
Rc = (V1 - V2) × N × 10 (Reduction in alkalinity)

Tables & Referenced Sections

Key Tables
Table 1 - Grading of Aggregates for Mortar Bar Test
Key Clauses
Clause 2 - Chemical Method
Clause 3 - Mortar Bar Method
Clause 3.4 - Measurement of Expansion

Related Resources on InfraLens

Cross-Referenced Codes
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 460:2000Test Sieves: Part-I Wire Cloth Test Sieves
→
IS 650:1991Specification for Standard Sand for Testing o...
→
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IS 10262 · M20–M50

Frequently Asked Questions4

How long does the standard mortar bar test take?+
Observations are typically recorded over a long period, with readings taken at 1, 2, 3, 6, 9, and 12 months.
At what temperature are the mortar bars stored during the test?+
They are stored in sealed containers over water at a controlled temperature of 38°C ± 2°C.
What expansion limits indicate a reactive aggregate in the mortar bar test?+
Expansion exceeding 0.05% at 3 months or 0.1% at 6 months generally indicates potentially deleterious reactivity.
What is measured in the chemical method?+
The test measures the reduction in alkalinity (Rc) and the amount of dissolved silica (Sc) after reacting the aggregate with a sodium hydroxide solution.

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