IS 2386 Pt.7-1963
Test methods for partial aggregates in concrete ⑦ Aggregate alkali reactivity

Standard No.
IS 2386 Pt.7-1963
Release Date
1963
Published By
Bureau of Indian Standards  IN  /  BIS
Latest
IS 2386 Pt.7-1963
 
Scope
This standard (Part VII) covers the following two methods of test for determining the potential reactivity of aggregates: a) Determination of Potential Alkali Reactivity of Cement-Aggregate Combinations (Mortar Bar Method); b) Determination of Potential Reactivity of Aggregates (Chemical Method).

IS 2386 Pt.7-1963 history

  • 1963 IS 2386 Pt.7-1963 Test methods for partial aggregates in concrete ⑦ Aggregate alkali reactivity

Standard and Specification

AASHTO R 80-2017(2021) Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction AASHTO PP 65-2011(2016) Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction JIS A 1146:2001 Method of test for alkali-silica reactivity of aggregates by mortar-bar method AASHTO R 80-2017 Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction JIS A 1145:2007 Method of test for alkali-silica reactivity of aggregates by chemical method JIS A 1145:2001 Method of test for alkali-silica reactivity of aggregates by chemical method PP 65-2010 Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction (Revision 1) PP 65-2011 Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction R 80-2017 Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction


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