Discussion of “Investigating Strength and Deformation Characteristics of Heavy-Haul Railway Embankment Materials Using Large-Scale Undrained Cyclic Triaxial Tests’’ by Wuming Leng, Yuanjie Xiao, Rusong Nie, Wenquan Zhou, and Wenjie Liu
Publication: International Journal of Geomechanics
Volume 19, Issue 1
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References
ASTM. 2011. Standard practice for classification of soils for engineering purposes (unified soil classification system). West Conshohocken, PA: ASTM.
Chae, Y. S., W. C. Au, and Y. C. Chiang. 1981. “Determination of dynamic shear modulus of soils from static shear strength.” In Proc., 1st Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Rolla, MO: Univ. of Missouri-Rolla.
Diyaljee, V. A. 1979. “Behaviour characteristics of railroad ballast subjected to triaxial compression repeated loading.” Ph.D. thesis, Queen's Univ.
Raymond, G. P., and F. El Komos. 1978. “Repeated load testing of a model plane strain footing.” Can. Geotech. J. 15 (2): 190–201. https://doi.org/10.1139/t78-019.
Weibin, M., Z. Zhu, Q. Zhang, D. Cai, Z. Han, and Y. Ye. 2009. “A preliminary analysis on effect of increased axle loads on subgrade of heavy haul railway.” In Proc., 9th Int. Heavy Haul Conf. Virginia Beach, VA: International Heavy Haul Association.
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Published In
International Journal of Geomechanics
Volume 19 • Issue 1 • January 2019
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Nov 29, 2017
Accepted: Apr 18, 2018
Published online: Nov 12, 2018
Published in print: Jan 1, 2019
Discussion open until: Apr 12, 2019
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P.Eng.
Managing Director, GAEA Engineering Ltd., 33 Ashby Field Rd., Brampton, ON, Canada L6X 0R4. Email: [email protected]
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