Influence of Laboratory Compaction Methods on Shear Performance of Graded Crushed Stone-Reference-Cited by-同舟云学术

Influence of Laboratory Compaction Methods on Shear Performance of Graded Crushed Stone

Published:2011-10 Issue:10 Volume:23 Page:1483-1487
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Long Wang¹²³,Xiaoguang Xie¹²³,Hai Luan¹²³

Affiliation:

1. Associate Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China 150090.

2. Associate Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China 150090 (corresponding author).

3. Senior Engineering, Jilin Highway Survey and Design Institute, Jilin, China 130021.

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%29MT.1943-5533.0000323

Reference15 articles.

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3. Bishop A. W. and Little A. L. (1967). “The influence of the size and orientation of the sample on the apparent strength of the London Clay at Maldon Essex.” Proc. Geotechnical Conf. Oslo 1967 on Shear Strength Properties of Natural Soils Vol. 1 Norwegian Geotechnical Institute Oslo Norway 89–96.

4. Research on the strength of the coarse grained soil and the interlocking force;Chen X.;J. Eng. Mech.,1994

5. Dawson A. R. Thom N. H. and Paute J. L. (1996). “Mechanical characteristics of unbound granular materials as a function of condition.” Flexible Pavements: Proc. European Symp. Euroflex A. G. Correia ed. Balkema Rotterdam Netherlands 35–44.

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