Shear Modulus and Damping Ratio of Rubber-modified Asphalt Mixes and Unsaturated Subgrade Soils-Reference-Cited by-同舟云学术

Shear Modulus and Damping Ratio of Rubber-modified Asphalt Mixes and Unsaturated Subgrade Soils

Published:2002-12 Issue:6 Volume:14 Page:496-502
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhong X. G.¹,Zeng X.²,Rose J. G.³

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506.

2. Associate Professor, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106.

3. Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506.

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%282002%2914%3A6%28496%29

Reference15 articles.

1. Asphalt Institute. (1998). “Hot mix asphalt for quality railroad and transit trackbeds.” Information Series IS-137 Lexington Ky.

2. ASTM. (1992a). “Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus.” D 3999-91 West Conshohocken Pa.

3. ASTM. (1992b). “Standard test methods for modulus and damping of soils by the resonant column method.” D 4015-87 West Conshohocken Pa.

4. California Health Department. (1990). “Plan for recycling of hazardous waste in pavements.” Rep . Sacramento.

5. Drnevich V. P. (1985). “Recent developments in resonant column testing.” Proc. Richart Commemorative Lectures ASCE New York 79–107.

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