Laboratory Studies on Stabilization of an Expansive Soil by Lime Precipitation Technique-Reference-Cited by-同舟云学术

Laboratory Studies on Stabilization of an Expansive Soil by Lime Precipitation Technique

Published:2012-08 Issue:8 Volume:24 Page:1067-1075
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Thyagaraj T.¹,Rao Sudhakar M.²,Sai Suresh P.³,Salini U.⁴

Affiliation:

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

2. Professor, Dept. of Civil Engineering, and Chairman, Center for Sustainable Technologies, Indian Institute of Science, Bangalore 560 012, India.

3. Former Postgraduate Student, Dept. of Civil Engineering, National Institute of Technology Warangal, Warangal 506 004, India.

4. Research 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.1943-5533.0000483

Reference31 articles.

1. British Standards Institution (BSI). (1990). “Method of test for stabilized soils.” BS 1924 Milton Keynes U.K.

2. Broms B. B. and Boman P. (1975). “Lime-stabilized columns.” Proc. 5th Asian Regional Conf. on Soil Mechanics and Foundation Engineering Vol. 1 INSDOC Regional Centre Bangalore India 227–234.

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