Development of Rehabilitation Strategies Based on Structural Capacity for Composite and Flexible Pavements-Reference-Cited by-同舟云学术

Development of Rehabilitation Strategies Based on Structural Capacity for Composite and Flexible Pavements

Published:2017-04 Issue:4 Volume:143 Page:04016016
ISSN:2473-2907
Container-title:Journal of Transportation Engineering, Part A: Systems
language:en
Short-container-title:J. Transp. Eng., Part A: Systems

Author:

Nobakht Mona¹,Sakhaeifar Maryam S.²,Newcomb David³

Affiliation:

1. Graduate Research Assistant, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135 (corresponding author).

2. Assistant Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135.

3. Senior Research Scientist, Texas A&M Transportation Institute, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JTEPBS.0000012

Reference37 articles.

1. AASHTO. (1993). “AASHTO guide for design of pavement structure.” Washington DC.

2. AASHTO. (2008). “Mechanistic-empirical pavement design guide: A manual of practice.” Washington DC.

3. Assessment of falling weight deflectometer data for stabilized flexible pavements;Appea A.;Transp. Res. Rec.,2000

4. ARA (Applied Research Associate). (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structure.” National Cooperative Highway Research Program National Research Council Applied Research Associates ERES Consultants Division Transportation Research Board of the National Academies Washington DC.

5. Using nondestructive testing technologies to assist in selecting the optimal pavement rehabilitation strategy;Chen D.;J. Test. Eval.,2006

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