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Indian Standard Details

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Basic Details
IS Number : IS 2720 (Part 40) : 1977
Reviewed In : 2021
IS Title [Eng-Hn] : Methods of test for soils: Part 40 determination of free swell index of soils
No of Revision : 0
No of Amendments : 0
Technical Department : Civil Engineering Department
Technical Committee : CED 43 ( Soil And Foundation Engineering )
Language : English

Classification Details
Group : Civil Engineering Design and Construction
Sub Group: Foundation, underground structures, soil and rock mechanics
Sub Sub Group : Soil Mechanics and Ground Improvement
Aspects: Methods of tests
Certification: None
Ministry : No Associated Ministry
Short Commom Man's Title: Determination of free swell index of soils
Itchs: N/A
Degree of Equivalence: Indigenous
Identical/Equivalent Standards:
Organisation :

Cross Referencing Details
Indian Standards Refered In IS IS 2720 : Part 40 : 1977 :
SNo IS Number Title Technical Committee
1
IS 2 : 1960 Rules for Rounding off Numerical Values MSD 3
2
IS 878 : 2008 Laboratory glassware - Graduated measuring cylinders (Second Revision) CHD 10
International Standards Refered In IS 2720 : Part 40 : 1977
SNo International Standard Number
1 0 0 : 0 : 0 0
IS 2720 : Part 40 : 1977 is Refered in following Indian Standards :
SNo IS Number Title Technical Committee
1 IS 12584 : 1989 Bentonite for grouting in civil engineering works - Specification WRD 8
2 IS 11550 : 1985 Code of practice for field instrumentation of swelling pressure in expansive soils CED 43
3 SP 36 : Part 1 : 1987 Compendium of Indian Standards on Soil Engineering: Part-1 LaboratoryTesting of Soils for civil Engineering Purposes CED 43
4 IS 1892 : 1979 Code of practice for subsurface investigation for foundations (First Revision) CED 43
5 IS 2911 : Part 3 : 1980 Code of practice for design and construction of pile foundations: Part 3 Under-reamed piles CED 43
6 IS 9451 : 1994 Guidelines for lining of canals in expansive soils (Second Revision) WRD 13
7 IS 11315 : Part 7 : 1987 Method for the quantitative description of discontinuities in rock mass: Part 7 Filling CED 48