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Reliability analysis of excavated slopes in undrained clay
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 11, Pages 1760-1775 doi: 10.1007/s11709-023-0018-6
Keywords: slope stability spatial variability limit analysis random field clay
On the seismic stability analysis of reinforced rock slope and optimization of prestressed cables
Wenbo ZHENG, Xiaoying ZHUANG, Yongchang CAI
Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 2, Pages 132-146 doi: 10.1007/s11709-012-0152-z
Keywords: high rock slope reinforced system optimization prestressed cable seismicity
Surficial stability analysis of soil slope under seepage based on a novel failure mode
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 3, Pages 712-726 doi: 10.1007/s11709-021-0729-5
Keywords: soil slope seepage surficial failure mode stress state edge effects
Stability analysis of layered slopes in unsaturated soils
Guangyu DAI; Fei ZHANG; Yuke WANG
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 3, Pages 378-387 doi: 10.1007/s11709-022-0808-2
Keywords: slope stability suction stress unsaturated soil layered slope limit equilibrium
Geotechnical forensic investigation of a slope failure on silty clay soil—A case study
Mohammad Abubakar NAVEED, Zulfiqar ALI, Abdul QADIR, Umar Naveed LATIF, Saad HAMID, Umar SARWAR
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 2, Pages 501-517 doi: 10.1007/s11709-020-0610-y
Keywords: forensic geotechnical investigation slope failure slope analysis finite element method numerical analysis
Jiu-jiang WU,Qian-gong CHENG,Xin LIANG,Jian-Lei CAO
Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 3, Pages 252-259 doi: 10.1007/s11709-014-0260-z
Keywords: high loess slope CSNSP PLAXIS phi/c strength reduction method Sweden circular slip surface
Illuminating the new method process of slope stability analysis by soil stress state
Wang Guoti,Wang Wandi
Strategic Study of CAE 2010, Volume 12, Issue 1, Pages 52-55
According to the soil stress state and calculation method of slope stabilityAs the calculation formula of slope stability coefficient's theory analysis is rigorous, and the
Keywords: slope stability analysis method stress state slope stability coefficient
Zhiming ZHAO, Xihua WANG
Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 3, Pages 332-340 doi: 10.1007/s11709-013-0206-x
Keywords: slope stability strength properties model test numerical analysis
New pseudo-dynamic analysis of two-layered cohesive-friction soil slope and its numerical validation
Suman HAZARI, Sima GHOSH, Richi Prasad SHARMA
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 6, Pages 1492-1508 doi: 10.1007/s11709-020-0679-3
Keywords: layered soil limit equilibrium method seismic analysis damping PLAXIS
Slope stability analysis based on big data and convolutional neural network
Yangpan FU; Mansheng LIN; You ZHANG; Gongfa CHEN; Yongjian LIU
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 7, Pages 882-895 doi: 10.1007/s11709-022-0859-4
Keywords: slope stability limit equilibrium method convolutional neural network database for slopes big data
Slope stability analysis based on a multigrid method using a nonlinear 3D finite element model
Yaoru LIU, Zhu HE, Bo LI, Qiang YANG
Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 1, Pages 24-31 doi: 10.1007/s11709-013-0190-1
Keywords: slope stability multi-grid method nonlinear finite element method
Slope Stability Analysis by Strength Reduction FEM
Zheng Yingren,Zhao Shangyi,Zhang Luyu
Strategic Study of CAE 2002, Volume 4, Issue 10, Pages 57-61
An analysis method for slope safety factor through c - cp reduction algorithm by finite elements isStrength Reduction FEM (SRFEM) presents a powerful alternative approach for slope stability analysis,especially to jointed rock slope.This paper analyzes the precision and error caused by different soil yield criterions、FEM itself、slopeheight、slope angle´cohesion and friction angle thoroughly.
Keywords: slope stability analysis strength reduction by FEM yield criterions
Stability and deformation analysis of high slope for tank type of bunker at Donglutian coal mine
Jiang Haibo,Gong Shoucai,Liu Qingxue
Strategic Study of CAE 2012, Volume 14, Issue 2, Pages 107-112
Keywords: tank type of bunker slope limit equilibrium method finite element method (FEM) stability deformation
Li Liang,Chi Shichun,Lin Gao
Strategic Study of CAE 2005, Volume 7, Issue 4, Pages 64-68
Maximum entropy principle is imported into the basic complex method in order to improve the ratio of successful run. A new search idea is presented as follows: firstly the search optimum design point is defined as the design point whose entropy is the biggest among all the design points of the complex and a new better design point is found on the line through the search optimum design point and the integrated centroid of the remaining design points. A new complex is generated after the search optimum design point is replaced with the new better design point. The method iterates until the information of the complex is utilized thoroughly thereby proposing a new complex method. The basic complex method and the complex method based on maximum entropy principle are used to locate the critical failure surface with the minimum factor of safety of two non-homogeneous soil slopes and the comparisons of the results suggest that the ability of the complex method based on maximum entropy principle to find global optimum is stronger than that of the basic complex method.
Keywords: entropy complex method slope stability factor of safety
Bioengineering protection mechanism of city rock slope and its laboratory test
Desong JIANG, Minghua ZHAO, Chong JIANG,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4, Pages 414-421 doi: 10.1007/s11709-009-0055-9
Keywords: indoor engineering project protection mechanism different runoff lagging
Title Author Date Type Operation
On the seismic stability analysis of reinforced rock slope and optimization of prestressed cables
Wenbo ZHENG, Xiaoying ZHUANG, Yongchang CAI
Journal Article
Surficial stability analysis of soil slope under seepage based on a novel failure mode
Journal Article
Stability analysis of layered slopes in unsaturated soils
Guangyu DAI; Fei ZHANG; Yuke WANG
Journal Article
Geotechnical forensic investigation of a slope failure on silty clay soil—A case study
Mohammad Abubakar NAVEED, Zulfiqar ALI, Abdul QADIR, Umar Naveed LATIF, Saad HAMID, Umar SARWAR
Journal Article
Stability analysis of a high loess slope reinforced by the combination system of soil nails and stabilization
Jiu-jiang WU,Qian-gong CHENG,Xin LIANG,Jian-Lei CAO
Journal Article
Illuminating the new method process of slope stability analysis by soil stress state
Wang Guoti,Wang Wandi
Journal Article
Evaluation of potential failure of rock slope at the left abutment of Jinsha River Bridge by model test
Zhiming ZHAO, Xihua WANG
Journal Article
New pseudo-dynamic analysis of two-layered cohesive-friction soil slope and its numerical validation
Suman HAZARI, Sima GHOSH, Richi Prasad SHARMA
Journal Article
Slope stability analysis based on big data and convolutional neural network
Yangpan FU; Mansheng LIN; You ZHANG; Gongfa CHEN; Yongjian LIU
Journal Article
Slope stability analysis based on a multigrid method using a nonlinear 3D finite element model
Yaoru LIU, Zhu HE, Bo LI, Qiang YANG
Journal Article
Slope Stability Analysis by Strength Reduction FEM
Zheng Yingren,Zhao Shangyi,Zhang Luyu
Journal Article
Stability and deformation analysis of high slope for tank type of bunker at Donglutian coal mine
Jiang Haibo,Gong Shoucai,Liu Qingxue
Journal Article
The Complex Method Based on Maximum Entropy Principle and Its Application to the Slope Stability Analysis
Li Liang,Chi Shichun,Lin Gao
Journal Article