Swelling Behavior Evaluation of a Lime-Treated Expansive Soil through Centrifuge Test-Reference-Cited by-同舟云学术

Swelling Behavior Evaluation of a Lime-Treated Expansive Soil through Centrifuge Test

Published:2017-12 Issue:12 Volume:29 Page:04017240
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Belchior Ingrid Milena Reyes Martinez¹,Casagrande Michéle Dal Toé²,Zornberg Jorge Gabriel³

Affiliation:

1. Ph.D. Researcher, Dept. of Civil and Environmental Engineering, Pontifical Catholic Univ. of Rio de Janeiro, 22430-06, Rio de Janeiro, Brazil (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Pontifical Catholic Univ. of Rio de Janeiro, 22430-06, Rio de Janeiro, Brazil.

3. Professor and William J. Murray Fellow in Engineering, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712.

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.1943-5533.0002090

Reference24 articles.

1. Swelling characteristics of lime treated expansive soils;Al-Mhaidib A. I.;Geotech. Eng.,1996

2. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman

3. Armstrong C. P. (2014). “Effect of fabric on the swelling of highly plastic clays.” Master thesis Univ. of Texas at Austin Austin TX.

4. Micropore Structure of Aggregates in Treated Soils

5. Das J. T. (2014). “Evaluation of the rate of secondary swelling in expansive clays using centrifuge technology.” Master thesis Univ. of Texas at Austin Austin TX.

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