Influence of Lime on Shrinkage Behavior of Soils-Reference-Cited by-同舟云学术

Influence of Lime on Shrinkage Behavior of Soils

Published:2015-12 Issue:12 Volume:27 Page:04015041
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Dash Sujit Kumar¹,Hussain Monowar²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, India (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, North Eastern Regional Institute of Science and Technology, Itanagar 791109, India.

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%29MT.1943-5533.0001301

Reference27 articles.

1. ASTM. (1998). “Test method for shrinkage factors of soils by mercury method.” D427 West Conshohocken PA.

2. ASTM. (2005). “Standard test method for liquid limit plastic limit and plasticity index of soils.” D4318 West Conshohocken PA.

3. ASTM. (2006). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” D2487 West Conshohocken PA.

4. ASTM. (2007). “Standard test method for pH of soils.” D4972–01 West Conshohocken PA.

5. Stabilization and treatment of clay soils with lime, Part 1–Basic principles;Bell F. G.;Ground Eng.,1988

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