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求助SCI检索结果
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哪位同仁帮看看这篇文章是否SCi检索: Effects of nonlinear strength parameters on the stability of 3D soil slopes (Journal of Central South University) 谢谢！ |
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Effects of nonlinear strength parameters on stability of 3D soil slopes By:Gao, YF (Gao Yu-feng)[ 1 ] ; Wu, D (Wu Di)[ 1,2 ] ; Zhang, F (Zhang Fei)[ 1,3 ] ; Qin, HY (Qin Hong-yu)[ 4 ] ; Zhu, DS (Zhu De-sheng)[ 1 ] View ResearcherID and ORCID JOURNAL OF CENTRAL SOUTH UNIVERSITY Volume: 23 Issue: 9 Pages: 2354-2363 DOI: 10.1007/s11771-016-3294-7 Published: SEP 2016 View Journal Impact Abstract Actual slope stability problems have three-dimensional (3D) characteristics and the soils of slopes have curved failure envelopes. This incorporates a power-law nonlinear failure criterion into the kinematic approach of limit analysis to conduct the evaluation of the stability of 3D slopes. A tangential technique is adopted to simplify the nonlinear failure criterion in the form of equivalent Mohr-Coulomb strength parameters. A class of 3D admissible rotational failure mechanisms is selected for soil slopes including three types of failure mechanisms: face failure, base failure, and toe failure. The upper-bound solutions and corresponding critical slip surfaces can be obtained by an efficient optimization method. The results indicate that the nonlinear parameters have significant influences on the assessment of slope stability, especially on the type of failure mechanism. The effects of nonlinear parameters appear to be pronounced for gentle slopes constrained to a narrow width. Compared with the solutions derived from plane-strain analysis, the 3D solutions are more sensitive to the values of nonlinear parameters. Keywords Author Keywords:three-dimensional slope; nonlinear failure criterion; limit analysis; stability; critical slip surface KeyWords Plus:FINITE-ELEMENT-ANALYSIS; FAILURE CRITERION; LIMIT ANALYSIS; ENVELOPES; SAFETY; CLAY Author Information Reprint Address: Gao, YF (reprint author) Show the Organization-Enhanced name(s) Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, Nanjing 210098, Jiangsu, Peoples R China. Addresses: Show the Organization-Enhanced name(s) [ 1 ] Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, Nanjing 210098, Jiangsu, Peoples R China [ 2 ] Qingdao Binhai Univ, Sch Civil Engn & Architecture, Qingdao 266555, Peoples R China [ 3 ] Minist Water Resources, Key Lab Failure Mech & Safety Control Techn Earth, Nanjing 210029, Jiangsu, Peoples R China Show the Organization-Enhanced name(s) [ 4 ] Flinders Univ S Australia, Sch Comp Sci Engn & Math, Adelaide, SA 5001, Australia E-mail Addresses:yfgao66@163.com Funding Funding Agency Grant Number Public Service Sector R&D Project of Ministry of Water Resource of China 201501035-03 Basic Research Program of China 2015CB057901 National Natural Science Foundation of China 51278382 51479050 51508160 111 Project B13024 Fundamental Research Funds for the Central Universities, China 2014B06814 B15020060 2014B33414 Open Foundation of Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-rock Dam of the Ministry of Water Resources, China YK913004 Graduate Education Innovation Project of Jiangsu Province of China KYZZ_0143 View funding text Publisher JOURNAL OF CENTRAL SOUTH UNIV TECHNOLOGY, EDITORIAL OFFICE, CHANGSHA, HUNAN 410083, PEOPLES R CHINA Categories / Classification Research Areas:Metallurgy & Metallurgical Engineering Web of Science Categories:Metallurgy & Metallurgical Engineering Document Information Document Type:Article Language:English Accession Number: WOS:000388370900025 ISSN: 2095-2899 eISSN: 1993-0666 Journal Information Impact Factor: Journal Citation Reports Other Information IDS Number: EC8DQ Cited References in Web of Science Core Collection: 29 |
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