DISCUSSIONS AND CLOSURES
May 1, 1999
Rate Sensitivity of Asphalt Concrete in Triaxial Compression
Authors: Sik-Cheung Robert Lo, Kejing Chen, and D. E. NewcombAuthor Affiliations
Publication: Journal of Materials in Civil Engineering
Volume 11, Issue 2
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References
1.
Chu, J., Lo, S.-C. R., and Lee, I. K. ( 1992). “Strain softening of a granular soil in triaxial and multi-axial testing.” Proc., 6th ANZ Geomech. Conf., Christchurch, 309–314.
2.
Lo, S.-C. R., and Lee, I. K. (1990). “Response of a granular soil along constant stress increment ratio paths.”J. Geotech. Engrg., ASCE, 116(3), 355–376.
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Published online: May 1, 1999
Published in print: May 1999
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Sik-Cheung Robert Lo
Kejing Chen
D. E. Newcomb
Sr. Lect., School of Civ. Engrg., Univ. Coll., The Univ. of New South Wales, Australian Defence Force Academy, Canberra.
Engr., Dept. of Transport, Tasmania, Australia.
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Minnesota, Minneapolis, MN.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.