Experimental and Modeling Studies of Permanent Strains of Subgrade Soils-Reference-Cited by-同舟云学术

Experimental and Modeling Studies of Permanent Strains of Subgrade Soils

Published:2009-10 Issue:10 Volume:135 Page:1379-1389
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Puppala Anand J.¹²³,Saride Sireesh¹²³,Chomtid Suppakit¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019 (corresponding author).

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

3. Former Doctoral Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000163

Reference14 articles.

1. AASHTO. (2002). “Determining the resilient modulus of soils and aggregate materials.” Rep. No. T 307–99 AASHTO Washington D.C.

2. Relating full-scale pavement rutting to laboratory permanent deformation testing

3. Lentz R. W. and Baladi G. Y. (1981). “Constitutive equation for permanent strain of sand subjected to cyclic loading.” Transportation Research Record. 810 Transportation Research Board Washington D.C. 50–53.

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