Use of Nonlinear Subgrade Modulus in AASHTO Design Procedure-Reference-Cited by-同舟云学术

Use of Nonlinear Subgrade Modulus in AASHTO Design Procedure

Published:1995-05 Issue:3 Volume:121 Page:273-282
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Witczak Matthew W.¹,Qi Xicheng²,Mirza Muhammad W.³

Affiliation:

1. Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD 20742.

2. Res. Asst., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD.

3. Faculty Res. Asst., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281995%29121%3A3%28273%29

Reference22 articles.

1. Guide for design of pavement structures . (1986). Am. Assoc. of State Highway and Transp. Officials Washington D.C.

2. Guide for design of pavement structures . (1993). Am. Assoc. of State Highway and Transp. Officials Washington D.C.

3. “Interim method of test for resilient modulus of unbound granular base/subbase materials and subgrade soils.” (1992). AASHTO T294-92I (SHRP Protocol P46) Am. Assoc. of State Highway and Transp. Officials Washington D.C.

4. Barker W. J. (1982). “Prediction of pavement roughness.” Report No. Miscellaneous Paper GL-82-11 U.S. Army Engr. Wtrways. Experiment Station Vicksburg Miss.

5. Boateng-Poku Y. and Drumm E. C. (1989). “Hyperbolic model for the resilient modulus response of fine grained subgrade soil.” ASCE Geotechnical Special Publication No. 24 Resilient moduli of soils: Laboratory conditions ASCE New York N.Y.

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