Reply to the discussion by Chugh on “Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments”
Author:
Affiliation:
1. School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, NSW 2522, Australia.
2. Department of Civil Engineering, The University of British Columbia, Vancouver, BC V6T 1Z4, Canada.
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2017-0593
Reference10 articles.
1. Discussion of “Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments”
2. Investigation of the 5.12 Wenchuan Earthquake damages to the Zipingpu Water Control Project and an assessment of its safety state
3. Application of advanced bounding surface plasticity model in static and seismic analyses of Zipingpu Dam
4. Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments
5. Kong, X.J., Zhou, Y., Xu, B., and Zou, D.G. 2010. Analysis on seismic failure mechanism of Zipingpu Dam and several reflections of aseismic design for high rock-fill dam. In Proceedings of Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments. ASCE. pp. 3177–3189. 10.1061/41096(366)303.
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