Permanent Deformation Characterization of Subgrade Soils from RLT Test-Reference-Cited by-同舟云学术

Permanent Deformation Characterization of Subgrade Soils from RLT Test

Published:1999-11 Issue:4 Volume:11 Page:274-282
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:Journal of Materials in Civil Engineering

Author:

Puppala Anand J.,Mohammad Louay N.,Allen Aaron

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%281999%2911%3A4%28274%29

Reference21 articles.

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2. Barksdale R. D. et al. (1990). “Laboratory determination of resilient modulus for flexible pavement design.” Interim Rep. No. 1 Georgia Tech Proj. E-20-634 Georgia Institute of Technology Atlanta.

3. Bayomy F. M. Abduljauwad S. N. and Al-Shaikh A. (1996). “Effect of geotextile on permanent deformation in salt encrusted subgrade soils.” Proc. Transp. Res. Board 74th Annu. Meeting .

4. Garg N. and Thompson M. R. (1997). “Triaxial characterization of Minnesota road research project granular materials.” Transp. Res. Rec. No. 1577 National Research Council Transportation Research Board Washington D.C. 27–36.

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