Closure to “Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters” by Deng Dong-ping, Li Liang, and Zhao Lian-heng
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VIEW THE ORIGINAL ARTICLEAuthors: Deng Dong-ping [email protected], Li Liang [email protected], and Zhao Lian-heng [email protected]Author Affiliations
Publication: International Journal of Geomechanics
Volume 18, Issue 5
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Acknowledgments
This project was funded by the National Natural Science Foundation of China (No. 51608541), the China Postdoctoral Science Foundation (No. 2015M580702), and the Guizhou Provincial Department of Transportation (No. 2014122006).
References
Ausilio, E., Conte, E., and Dente, G. (2001). “Stability analysis of slopes reinforced with piles.” Comput. Geotech., 28(8), 591–611.
Bishop, A. W. (1955). “The use of the slip circle in the stability analysis of earth slopes.” Géotechnique, 5(1), 7–17.
Fellenius, W. (1936). “Calculation of the stability of earth dams.” Proc., Trans. of the 2nd Congress on Large Dams, International Commission on Large Dams of the World Power Conference, Washington, DC, 445–462.
FLAC3D 5.0 [Computer software]. Itasca Consulting Group, Minneapolis.
Itasca Consulting Group. (2012). FLAC3D 5.0 manual, Itasca Consulting Group, Minneapolis.
Morgenstern, N. R., and Price, V. E. (1965). “The analysis of the stability of general slip surfaces.” Géotechnique, 15(1), 79–93.
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International Journal of Geomechanics
Volume 18 • Issue 5 • May 2018
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Jul 3, 2017
Accepted: Sep 8, 2017
Published online: Feb 16, 2018
Published in print: May 1, 2018
Discussion open until: Jul 16, 2018
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Assistant Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China (corresponding author). E-mail: [email protected]
Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China. E-mail: [email protected]
Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China. E-mail: [email protected]
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