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Numerical simulation and stability analysis of surrounding rock of large-span multi-arch tunnel
Ren Shaoqiang
Strategic Study of CAE 2009, Volume 11, Issue 8, Pages 58-63
Keywords: multi-arch tunnel numerical simulation surrounding rock stress
Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0035-5
Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0966-x
Keywords: anti-fault effect engineering measures LRAF method stress and displacement field tunnel-crossing active faults
A Forecasting Method for Tunnel Surrounding Rock Deformation Using RBF Neural Networks
Zhang Junyan,Feng Shouzhong,Liu Donghai
Strategic Study of CAE 2005, Volume 7, Issue 10, Pages 87-90
Owing to the difficulty of traditional multi-variable regression methods to represent the surroundingrock deformation curve with inflexion points, a method for forecasting tunnel surrounding rock deformation
Keywords: RBF neural networks tunnel construction surrounding rock deformation forecasting
Zhu Chuanqu,Wang Weijun,Shi Shiliang
Strategic Study of CAE 2006, Volume 8, Issue 3, Pages 35-38
The stability of roadway driving along next goaf for fully-mechanized caving face is syntheticallyinfluenced by many factors such as intensity of surrounding rock, intensity of coal, mining depth, jointand crack of surrounding rock, mining operation, top coal thickness, width of pillar and roadway sectionpractical experience and observation data, the subordination functions of the factors influencing the stability
Keywords: roadway driving along next goaf for fully-mechanized caving face stability of surrounding rock classification
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
Effect of undercut on the lower bound stability of vertical rock escarpment using finite element and
Shuvankar DAS; Debarghya CHAKRABORTY
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 8, Pages 1040-1055 doi: 10.1007/s11709-022-0841-1
Keywords: undercut vertical escarpment stability Hoek-Brown yield criterion PCP
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
Li Jianming
Strategic Study of CAE 2004, Volume 6, Issue 5, Pages 79-82
Through researching on a rock slope by the improved CSF methods,the paper works out not only the security
Keywords: CSF computing methods rock slope stability
Yu Jun,Liu Songyu and Gong Xiaonan
Strategic Study of CAE 2013, Volume 15, Issue 10, Pages 97-102
The stability of surrounding rock is closely connected with the settlementsettlement law of the crown to optimize the project as a goal controlling settlement of the crown and stabilityof surrounding rock.
Keywords: gravel surrounding rock of tunnel numerical analysis construction optimization crown settlement
Key Techniques for the Construction of High-Speed Railway Large-Section Loess Tunnels Article
Yong Zhao, Huawu He, Pengfei Li
Engineering 2018, Volume 4, Issue 2, Pages 254-259 doi: 10.1016/j.eng.2017.07.003
Keywords: Loess tunnel Surrounding rock classification Surface cracking Design load Three-bench seven-step excavation
Computational methods for fracture in rock: a review and recent advances
Ali JENABIDEHKORDI
Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 2, Pages 273-287 doi: 10.1007/s11709-018-0459-5
Keywords: numerical modelling method development rock mechanics fractured rock rock fracturing
Guobo WANG, Mingzhi YUAN, Xianfeng MA, Jun WU
Frontiers of Structural and Civil Engineering 2017, Volume 11, Issue 4, Pages 424-435 doi: 10.1007/s11709-016-0381-7
Keywords: underground subway station ground adjacent building seismic response
Lianyang ZHANG
Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 2, Pages 102-116 doi: 10.1007/s11709-013-0201-2
Keywords: rock permeability discontinuity stress temperature scale effect anisotropy
Influence of soft rock-fill material as dam embankment with central bituminous concrete membrane
Peter TSCHERNUTTER
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1, Pages 63-70 doi: 10.1007/s11709-010-0016-3
Keywords: embankment dam bituminous concrete membrane rock-fill material properties deformation behavior
Title Author Date Type Operation
Numerical simulation and stability analysis of surrounding rock of large-span multi-arch tunnel
Ren Shaoqiang
Journal Article
Correction to: Effect of undercut on the lower bound stability of vertical rock escarpment using finite
Journal Article
Influence of advanced engineering measures on displacement and stress field of surrounding rock in tunnels
Journal Article
A Forecasting Method for Tunnel Surrounding Rock Deformation Using RBF Neural Networks
Zhang Junyan,Feng Shouzhong,Liu Donghai
Journal Article
Classification Model and Its Application of Stability of Roadway Driving Along Next Goaf for Fully-mechanized
Zhu Chuanqu,Wang Weijun,Shi Shiliang
Journal Article
On the seismic stability analysis of reinforced rock slope and optimization of prestressed cables
Wenbo ZHENG, Xiaoying ZHUANG, Yongchang CAI
Journal Article
Effect of undercut on the lower bound stability of vertical rock escarpment using finite element and
Shuvankar DAS; Debarghya CHAKRABORTY
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
Research on the Stability of a Slope in One Hydropower Station by the Improved Critical Slip Field (CSF
Li Jianming
Journal Article
Construction optimization of shallow-buried tunnel in gravel strata based on controlling settlement of the crown
Yu Jun,Liu Songyu and Gong Xiaonan
Journal Article
Key Techniques for the Construction of High-Speed Railway Large-Section Loess Tunnels
Yong Zhao, Huawu He, Pengfei Li
Journal Article
Computational methods for fracture in rock: a review and recent advances
Ali JENABIDEHKORDI
Journal Article
Numerical study on the seismic response of the underground subway station- surrounding soil mass-ground
Guobo WANG, Mingzhi YUAN, Xianfeng MA, Jun WU
Journal Article