Effects of Crack Width and Permeability on Moisture-Induced Damage of Pavements-Reference-Cited by-同舟云学术

Effects of Crack Width and Permeability on Moisture-Induced Damage of Pavements

Published:2004-06 Issue:3 Volume:16 Page:276-282
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Chen Jian-Shiuh¹,Lin Kuei-Yi²,Young Sian-Yun³

Affiliation:

1. Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 70101, Taiwan (corresponding author).

2. PhD Candidate, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 70101, Taiwan.

3. MS student, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 70101, Taiwan.

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%290899-1561%282004%2916%3A3%28276%29

Reference25 articles.

1. Permeability of cracked concrete

2. Asphalt Institute (AI). (1998). Construction of hot mix asphalt pavements Manual Series No. 22 2nd Ed. AI KY.

3. Brown E. R. and Cooley L. A. (1999). “Designing Stone Matrix Asphalt Mixtures for Rut-Resistant Pavements.” National Cooperative Highway Research Program NCHRP Rep. No. 425 Transportation Research Board Washington D.C.

4. Busching H. W. Corley G. C. Burail J. L. Amirkhanian S. N. and Alewine J. M. (1985). “A statewide program to identify and prevent stripping damage.” ASTM STP 899 American Society for Testing and Materials Philadelphia 1–21.

5. Evaluation of an Accelerated Pavement Testing Facility and Development of its Load Equivalence Factors

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