Normalizing Behavior of Unsaturated Granular Pavement Materials-Reference-Cited by-同舟云学术

Normalizing Behavior of Unsaturated Granular Pavement Materials

Published:2004-09 Issue:9 Volume:130 Page:896-904
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Heath Andrew C.¹,Pestana Juan M.²,Harvey John T.³,Bejerano Manuel O.⁴

Affiliation:

1. Lecturer, Dept. of Architecture and Civil Engineering, Univ. of Bath, Bath, BA2 7AY, UK.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.

3. Associate Professor, Dept. of Civil Engineering, Univ. of California, Davis, CA 95616.

4. Associate Research Engineer, Pavement Research Center, Univ. of California, 1353 S 46th St., Richmond, CA 94804.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A9%28896%29

Reference32 articles.

1. American Society for Testing and Materials (ASTM). (2000). “Test method for laboratory compaction characteristics of soil using modified effort [56 000 ft-lbf/ft 3 (2 700 kN-m/m 3 )].” ASTM D1557-00 West Conshohocken Pa.

2. Bejarano M. O. Heath A. C. and Harvey J. T. (2002). “A low-cost high-performance alternative for controlling a servo-hydraulic system for triaxial resilient modulus apparatus.” Proc. ASTM Symp. on Resilient Modulus Testing for Pavement Components Salt Lake City.

3. The principle of effective stress.;Bishop A. W.;Tecknish Ukeblad,1959

4. Blight G. E. (1961). “Strength and consolidation characteristics of compacted soils.” PhD thesis Univ. of London London.

5. Chan W. K. F. and Brown S. F. (1991). “Granular bases for heavily loaded pavements.” Technical Rep. No. PR91019 Dept. of Civil Engineering Univ. of Nottingham Nottingham U.K.

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