Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis

10.1016/j.jrmge.2018.10.002

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Bibliographic Details
Main Authors:	Qin, C., Chian, S.C.
Other Authors:	CIVIL AND ENVIRONMENTAL ENGINEERING
Format:	Article
Published:	Chinese Academy of Sciences 2021
Subjects:	Discretization technique Discretization-based kinematic analysis Geosynthetics Pseudo-static/dynamic approach Reinforced soil Seismic stability
Online Access:	https://scholarbank.nus.edu.sg/handle/10635/212472
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Institution:	National University of Singapore

id	sg-nus-scholar.10635-212472
record_format	dspace
spelling	sg-nus-scholar.10635-2124722024-04-03T09:04:57Z Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis Qin, C. Chian, S.C. CIVIL AND ENVIRONMENTAL ENGINEERING Discretization technique Discretization-based kinematic analysis Geosynthetics Pseudo-static/dynamic approach Reinforced soil Seismic stability 10.1016/j.jrmge.2018.10.002 Journal of Rock Mechanics and Geotechnical Engineering 11 2 289-299 2021-12-29T05:45:15Z 2021-12-29T05:45:15Z 2019 Article Qin, C., Chian, S.C. (2019). Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis. Journal of Rock Mechanics and Geotechnical Engineering 11 (2) : 289-299. ScholarBank@NUS Repository. https://doi.org/10.1016/j.jrmge.2018.10.002 1674-7755 https://scholarbank.nus.edu.sg/handle/10635/212472 Attribution-NonCommercial-NoDerivatives 4.0 International https://creativecommons.org/licenses/by-nc-nd/4.0/ Chinese Academy of Sciences Scopus OA2019
institution	National University of Singapore
building	NUS Library
continent	Asia
country	Singapore Singapore
content_provider	NUS Library
collection	ScholarBank@NUS
topic	Discretization technique Discretization-based kinematic analysis Geosynthetics Pseudo-static/dynamic approach Reinforced soil Seismic stability
spellingShingle	Discretization technique Discretization-based kinematic analysis Geosynthetics Pseudo-static/dynamic approach Reinforced soil Seismic stability Qin, C. Chian, S.C. Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis
description	10.1016/j.jrmge.2018.10.002
author2	CIVIL AND ENVIRONMENTAL ENGINEERING
author_facet	CIVIL AND ENVIRONMENTAL ENGINEERING Qin, C. Chian, S.C.
format	Article
author	Qin, C. Chian, S.C.
author_sort	Qin, C.
title	Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis
title_short	Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis
title_full	Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis
title_fullStr	Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis
title_full_unstemmed	Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis
title_sort	pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis
publisher	Chinese Academy of Sciences
publishDate	2021
url	https://scholarbank.nus.edu.sg/handle/10635/212472
_version_	1795374855168720896

Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis

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