Discussion of “Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments”-Reference-Cited by-同舟云学术

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Discussion of “Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments”

Published:2018-04 Issue:4 Volume:55 Page:594-602
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Chugh Ashok K.¹¹

Affiliation:

1. U.S. Bureau of Reclamation, Denver, CO 80225, USA.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2017-0433

Reference10 articles.

1. Chugh, A.K. 1980. User information manual – dynamic slope stability displacement program DISP. U.S. Bureau of Reclamation, Engineering and Research Center, Denver, Colo.

2. Slope stability analysis for earthquakes

3. Dynamic displacement analysis of embankment dams

4. Natural vibration characteristics of gravity structures

5. Itasca Consulting Group, Inc. 2006. FLAC – Fast Lagrangian analysis of continua. Itasca Consulting Group, Inc., Minneapolis, Minn.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A semi-empirical relationship for predicting earthquake-induced crest settlement of concrete faced rockfill dams;Soil Dynamics and Earthquake Engineering;2020-05

2. Reply to the discussion by Chugh on “Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments”;Canadian Geotechnical Journal;2018-04

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