Modeling of Pavement Response Using Nonlinear Cross-Anisotropy Approach-Reference-Cited by-同舟云学术

Modeling of Pavement Response Using Nonlinear Cross-Anisotropy Approach

Published:2006-06 Issue:6 Volume:132 Page:458-468
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Oh Jeong-Ho¹²³,Lytton R. L.¹²³,Fernando E. G.¹²³

Affiliation:

1. Associate Transportation Researcher, Texas Transportation Institute, Texas A&M Univ., 601D CE/TTI Building, College Station, TX 77843-3136 (corresponding author).

2. Professor, Dept. of Civil Engineering, Texas A&M Univ., 503A CE/TTI Building, College Station, TX 77843-3136.

3. Research Engineer, Texas Transportation Institute, Texas A&M Univ., 508E CE/TTI Building, College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282006%29132%3A6%28458%29

Reference22 articles.

1. Adu-Osei A.. (2000). “Characterization of unbound granular layers in flexible pavements.” Ph.D. dissertation Texas A&M Univ. College Station Tex.

2. Anisotropy of small strain stiffness in Ticino sand

3. Soil mechanics in pavement engineering

4. Burmister D. M. (1943). “Theory of stresses and displacements in layered systems and application to the design of airport runways.” Proc. Highway Research Board Vol. 23 Highway Research Board Washington D.C 126–148.

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