Laboratory Investigations of In Situ Stabilization of an Expansive Soil by Lime Precipitation Technique-Reference-Cited by-同舟云学术

Laboratory Investigations of In Situ Stabilization of an Expansive Soil by Lime Precipitation Technique

Published:2015-07 Issue:7 Volume:27 Page:06014028
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Thyagaraj T.¹,Zodinsanga Samuel²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600 036, India (corresponding author).

2. Former Student, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600 036, 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.1943-5533.0001184

Reference35 articles.

1. ASTM. (2006). “Standard test method for using pH to estimate the soil-lime proportion requirement for soil stabilization.” D6276-99a West Conshohocken PA.

2. ASTM. (2007). “Standard test method for particle-size analysis of soils.” D422-63 West Conshohocken PA.

3. ASTM. (2008a). “Standard test method for shrinkage factors of soils by the wax method.” D4943-08 West Conshohocken PA.

4. ASTM. (2008b). “Standard test method for unconfined compressive strength of cohesive soil.” D2166-06 West Conshohocken PA.

5. ASTM. (2008c). “Standard test methods for one-dimensional swell or collapse of cohesive soils.” D4546-08 West Conshohocken PA.

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