Field and Lab Investigations of Prematurely Cracking Pavements-Reference-Cited by-同舟云学术

Field and Lab Investigations of Prematurely Cracking Pavements

Published:2007-08 Issue:4 Volume:21 Page:293-301
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Chen Dar Hao¹

Affiliation:

1. Professor, School of Highway Engineering, Changsha Univ. of Science & Technology, Chiling Road 45#, Changsha, Hunan, P.R. China, 410076 and Pavement Engineering Supervisor, Texas Dept. of Transportation, 4203 Bull Creek #39, Austin, TX 78731 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282007%2921%3A4%28293%29

Reference10 articles.

1. A Correlation Between Dynamic Cone Penetrometer Values and Pavement Layer Moduli

2. Using Nondestructive Testing Technologies to Assist in Selecting the Optimal Pavement Rehabilitation Strategy

3. Evaluation of in-situ resilient modulus testing techniques;Chen D.-H.;Geotech. Spec. Publ.,1999

4. Holt C. C. (1996). “The effect of mellowing periods on lime treated British clays used in highway pavement capping layers.” Ph.D. thesis Univ. of Birmingham Birmingham Ala.

5. Holt C. C. and Freer-Hewish R. J. (1998). “The use of lime treated British clays in pavement construction. 1: The effect of mellowing on the modification process.” Proc. Institution of Civil Engineers: Transportation Thomas Telford London 129 228–239.

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