Engineering Properties and Moisture Susceptibility of Silty Clay Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust-Reference-Cited by-同舟云学术

Engineering Properties and Moisture Susceptibility of Silty Clay Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust

Published:2009-12 Issue:12 Volume:21 Page:749-757
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Solanki Pranshoo¹²³,Khoury Naji¹²³,Zaman M. M.¹²³

Affiliation:

1. Doctoral Candidate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 West Boyd St., 334, Carson Engineering Center, Norman, OK 73019.

2. Assistant Professor, School of Civil and Environmental Engineering, Temple Univ., 1947 N. 12th St., Philadelphia, PA 19122 (corresponding author).

3. David Ross Boyd Professor and Aaron Alexander Professor, Associate Dean for Research, College of Engineering, Univ. of Oklahoma, 202 West Boyd St., 107, Carson Engineering Center, Norman, OK 73019.

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%290899-1561%282009%2921%3A12%28749%29

Reference59 articles.

1. Achampong F. (1996). “Evaluation of resilient modulus for lime and cement stabilized synthetic cohesive soils.” Ph.D. dissertation Wayne State Univ. Detroit Mich.

2. American Association of State Highway and Transportation Officials (AASHTO). (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.” Final Rep. Prepared for National Cooperative Highway Research Program (NCHRP) Project 1-37 A Transportation Research Board National Research Council Washington D.C.

3. Arabi M. Wild S. and Rowlands G. O. (1989). “Frost resistance of lime-stabilized soil.” Transportation Research Record. 1219 Transportation Research Board National Research Council Washington D.C.

4. Class F Fly-Ash-Amended Soils as Highway Base Materials

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