IMECH-IR  > 流固耦合系统力学重点实验室
A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in Fushun open pit
Li Z; Wang JA; Li L; Wang LX(王理想); Liang RY; Liang, RY (reprint author), Univ Akron, Dept Civil Engn, Akron, OH 44325 USA.
Source PublicationENGINEERING GEOLOGY
2015-10-30
Volume197Pages:20-32
ISSN0013-7952
AbstractToppling failure of rock slopes is a complicated mode due to a combination of both continuous and discontinuous deformation, especially in dealing with anti-dip rock slopes. In this paper, a novel continuum-based discrete element method (CDEM), which is useful in modeling the entire progressive process from continuous to discontinuous deformation, is proposed to analyze the deformation characteristics, the failure mechanism and the evolution process of a large-scale open pit slope with a typical anti-dip structure. To simulate the slope deformation, the shear strength reduction method (SSR) is adopted to represent the strength degradation of rock mass in the deterioration process. The simulated results are validated using data obtained from a field investigation and continuous monitoring by employing an advanced remote sensing technique called ground-based interferometric synthetic aperture radar (GB-InSAR). To analyze the evolution trend of the anti-dip slope, the subsequent toppling failure mode is predicted using the validated CDEM models. Based on a case study of a slope at the Fushun open pit mine (in Fushun, China), the unique geological structure with various joints and discontinuities, ground-water, intense rainfall, and mining activities are identified as the main triggers for different failure stages. The comparison between the field data and the simulation shows that CDEM accurately depicts the rock deformation and the failure pattern of the studied slope. The proposed numerical modeling techniques can be used for predicting failures of other similar excavated rock slopes. The simulated evolution process and the recorded deformation patterns help engineers to gain a better understanding of rock mass movement of anti-dip slopes, and the presented methodology could be utilized for similar studies and engineering designs. (C) 2015 Elsevier B.V. All rights reserved.
KeywordFlexural Toppling Anti-dip Slope Numerical Modeling Cdem Gb-insar Monitoring
DOI10.1016/j.enggeo.2015.08.012
URL查看原文
Indexed BySCI ; EI
Language英语
WOS IDWOS:000364252100003
WOS KeywordDISCRETE ELEMENT METHOD ; FOLIATED ROCK SLOPES ; STABILITY ; STABILIZATION ; LANDSLIDE ; MODEL ; DEFORMATION ; AREAS ; CHINA ; SPAIN
WOS Research AreaEngineering ; Geology
WOS SubjectEngineering, Geological ; Geosciences, Multidisciplinary
Funding OrganizationThe generous support of the National Basic Research Program of China (973 Program, 2010CB731501), National Natural Science Foundation of China (No. 41172264) and University of Science and Technology Beijing, P.R China, is gratefully acknowledged. Computer hardware and software, GDEM, were provided by Institute of Mechanics, Chinese Academy of Sciences. And Fushun Mining Group Co., Ltd. Xilutian Open Mine provided valuable field data and allows data to be used in the study.
DepartmentLMFS工程地质体力学(LEM)
Classification二类/Q1
Citation statistics
Cited Times:6[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/58387
Collection流固耦合系统力学重点实验室
Corresponding AuthorLiang, RY (reprint author), Univ Akron, Dept Civil Engn, Akron, OH 44325 USA.
Recommended Citation
GB/T 7714
Li Z,Wang JA,Li L,et al. A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in Fushun open pit[J]. ENGINEERING GEOLOGY,2015,197:20-32.
APA Li Z,Wang JA,Li L,王理想,Liang RY,&Liang, RY .(2015).A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in Fushun open pit.ENGINEERING GEOLOGY,197,20-32.
MLA Li Z,et al."A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in Fushun open pit".ENGINEERING GEOLOGY 197(2015):20-32.
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