Compaction Characteristics of Pond Ash-Reference-Cited by-同舟云学术

Compaction Characteristics of Pond Ash

Published:2007-04 Issue:4 Volume:19 Page:349-357
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kumar Bera Ashis¹²³,Ghosh Ambarish¹²³,Ghosh Amalendu¹²³

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Bengal Engineering and Science Univ., Shibpur, Howrah-711103, India. E-mail: ashis@civil.becs.ac.in

2. Assistant Professor, Dept. of Civil Engineering, Bengal Engineering and Science Univ., Shibpur, Howrah-711103, India (corresponding author). E-mail: ambarish@civil.becs.ac.in

3. Professor, Dept. of Civil Engineering, Bengal Engineering and Science Univ., Shibpur, Howrah-711103, India. E-mail: amalendu@civil.becs.ac.in

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282007%2919%3A4%28349%29

Reference21 articles.

1. ASTM. (1992). “Test method for laboratory compaction characteristics of soil using standard effort.” ASTM D 698 Philadelphia.

2. Balivada M. (1999). “Durability characteristics of stabilized pond ash.” MTech thesis Indian Institute of Technology Kharagpur India.

3. Benson C. H. and Boutwell G. P. (1992). “Compaction control and scale dependent hydraulic conductivity of clay linears.” Proc. 15th Annual Madison Waste Conf. Dept. of Engineering Professional Development Univ. of Wisconsin–Madison Madison Wis. 62–83.

4. Bera A. K. (2004). “Engineering characteristics of pond ash and bearing capacity of footing on unreinforced and reinforced pond ash.” Ph.D. thesis Bengal Engineering College (A Deemed Univ.) Howrah India.

5. Regression model for bearing capacity of a square footing on reinforced pond ash

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