Development of a New Mechanistic Empirical Rutting Model for Unbound Granular Material-Reference-Cited by-同舟云学术

Development of a New Mechanistic Empirical Rutting Model for Unbound Granular Material

Published:2016-08 Issue:8 Volume:28 Page:04016051
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Gu Fan¹,Zhang Yuqing²,Droddy Charles V.³,Luo Rong⁴,Lytton Robert L.⁵

Affiliation:

1. Ph.D. Candidate and Graduate Research Assistant, Texas A&M Transportation Institute, Texas A&M Univ. System, 3135 TAMU, CE/TTI Bldg. 508K, College Station, TX 77843 (corresponding author).

2. Lecturer, School of Engineering and Applied Science, Aston Univ., MB153A, Aston Triangle, Birmingham B4 7ET, U.K.

3. M.S. Candidate and Graduate Research Assistant, Texas A&M Transportation Institute, Texas A&M Univ. System, 3135 TAMU, CE/TTI Bldg. 508K, College Station, TX 77843.

4. Associate Research Engineer, Texas A&M Transportation Institute, Texas A&M Univ. System, 3135 TAMU, CE/TTI Bldg. 503C, College Station, TX 77843.

5. Professor, Fred J. Benson Chair, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, CE/TTI Bldg. 503A, College Station, TX 77843.

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%29MT.1943-5533.0001555

Reference32 articles.

1. AASHTO. (2003). “Standard method of test for resilient modulus of subgrade soils and untreated base/subbase materials.” AASHTO T307-99 Washington DC.

2. Cross-Anisotropic Characterization of Unbound Granular Materials

3. Dynamic Analysis of Thin Asphalt Pavements by Using Cross-Anisotropic Stress-Dependent Properties for Granular Layer

4. ASTM. (2012). “Standard test methods for laboratory compaction characteristics of soil using modified effort.” ASTM D1557-12 West Conshohocken PA.

5. Elastoplastic Model for the Long-Term Behavior Modeling of Unbound Granular Materials in Flexible Pavements

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