Resilient Moduli of Granular Materials-Reference-Cited by-同舟云学术

Resilient Moduli of Granular Materials

Published:1994-11 Issue:6 Volume:120 Page:967-988
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Zaman Musharraf¹,Chen Dar‐Hao²,Laguros Joakim³

Affiliation:

1. Prof., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, Norman, OK 73019

2. Grad. Asst., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, Norman, OK

3. David Ross Boyd Prof., Emeritus, School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, Norman, OK

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281994%29120%3A6%28967%29

Reference20 articles.

1. “AASHTO Guide for Design of Pavement.” (1986). American Association of State Highway and Transportation Officials (AASHTO) Washington D.C.

2. Coffman B. S. Kraft D. G. and Tamayo J. (1964). “A comparison of calculated and measured deflections for the AASHTO test road.” Proc. Assoc. of Asphalt Paving Technologists .

3. Hicks R. G. (1970). “Factors influencing the resilient properties of granular materials ” PhD thesis University of California Berkeley Calif.

4. Ho R. K. H. (1989). “Repeated load tests on untreated soils a Florida experience.” Rep. No. FHWA‐TS‐90‐031 National Technical Information Service Springfield Va.

5. Jackson N. C. (1989). “Thought on AASHTO T‐274‐82 resilient modulus of subgrade soils.” Rep. No. FHWA‐TS‐90‐031 National Technical Information Service Springfield Va.

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