Strength Characteristics of Class F Fly Ash Modified with Lime and Gypsum-Reference-Cited by-同舟云学术

Strength Characteristics of Class F Fly Ash Modified with Lime and Gypsum

Published:2007-07 Issue:7 Volume:133 Page:757-766
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ghosh Ambarish¹²,Subbarao Chillara¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Bengal Engineering and Science Univ., Shibpur, Howrah-711 103, India (corresponding author). E-mail: ambarish@civil.becs.ac.in

2. Formerly, Professor and Head, Dept. of Civil Engineering, I.I.T Kharagpur, Advisor–Consultant, Geo-Environ, D/3 Garud Heritage, Pune-411 007, India. E-mail: csubbarao2005@yahoo.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282007%29133%3A7%28757%29

Reference41 articles.

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2. ASTM. (1992). Annual book of ASTM standards ASTM D 698-92 Vol. 04.08 Philadelphia.

3. ASTM. (2003a). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” ASTM C 618-03 Philadelphia.

4. ASTM. (2003b). “ASTM standard test method for unconsolidated undrained triaxial compression test on cohesive soils.” ASTM D 2850-03 Philadelphia.

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