Behavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime-Reference-Cited by-同舟云学术

Behavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime

Published:2016-07 Issue:7 Volume:28 Page:06016008
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ashango Argaw Asha¹,Patra Nihar Ranjan²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Adama Science and Technology Univ., P.O. Box 1888, Adama, Oromiya Region, Ethiopia.

2. Associate Professor, Dept. of Civil Engineering, Geotechnical Engineering Division, IIT Kanpur, Kanpur, Uttar Pradesh 208016, India (corresponding author).

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.1943-5533.0001547

Reference28 articles.

1. Ashango A. A. and Patra N. R. (2013). “Dynamic properties of stabilized subgrade clay soil.” 7th Int. Conf. on Case History in Geotechnical Engineering (7ICCHGE) Missouri Univ. of Science and Technology Rolla MO.

2. Static and cyclic properties of clay subgrade stabilised with rice husk ash and Portland slag cement

3. ASTM. (2002). “Standard test method for shrinkage factor of soils.” ASTM D4943 West Conshohocken PA.

4. ASTM. (2003). “Standard test methods for unconsolidated-undrained triaxial compression test on cohesive soil.” ASTM D2850 West Conshohocken PA.

5. ASTM. (2006). “Standard test methods for unconfined compressive strength of cohesive soil.” ASTM D2166 West Conshohocken PA.

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