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《Chinese Journal of Geotechnical Engineering》 2012-S1
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Influence of ultra-high rocky slopes on existing tunnels and countermeasures

LEI Yong1,HUANG Chen-zhong2,QIU Hong2(1.Department ofArchitectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.China Coal Technology & Engineering Group,Chongqing Design & Research Institute,Chongqing 400016,China)  
Influence of ultra-high slopes on the existing tunnels and countermeasures are studied by an engineering example two-dimensional model with FLAC procedure combined with the experience of design and construction of slope engineering.This research mainly includes the distribution laws of stress and strain on tunnels of unbraced and braced ultra-high slopes and the countermeasure of retaining structures.It is of important theoretical and practical significance.
【CateGory Index】: U452.12
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【References】
Chinese Journal Full-text Database 3 Hits
1 Huang Chengzhong;CCTEG Chongqing Engineering Co.,Ltd.;;Analysis of Ultra-high Slope Supporting Design Adjacent to Existing Tunnel[J];岩土工程技术;2015-03
2 HUANG Chengzhong;Chongqing Design and Research Institute of China Coal Technology & Engineering Group;;Example of Design of Bedding Rock Foundation Pit Support for Adjacent Buildings[J];路基工程;2015-02
3 HUANG Cheng-zhong;CCTEG Chongqing Engineering Co., Ltd.;;Design and analysis of supports for deep foundation pit under an existing high-steep retaining wall[J];岩土工程学报;2014-S2
【Citations】
Chinese Journal Full-text Database 1 Hits
1 LEI Yong1,HAO JIANG-nan2,XIAO Qiang1 (1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.Guiyang Prospecting and Design Co.,Ltd.,Guiyang 550081,China);Inquiring some problem in high slope design[J];岩土工程学报;2010-S2
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 JIANG Mingjie;College of Civil Engineering,Guizhou University;Guangdong Guizhong Branch of Zhongtian Municipal Engineering Design Co. ,Ltd.;;Stability Analysis and Protection Design of High Slope Adjacent to Existing Waterworks[J];路基工程;2015-03
2 Huang Chengzhong;CCTEG Chongqing Engineering Co.,Ltd.;;Analysis of Ultra-high Slope Supporting Design Adjacent to Existing Tunnel[J];岩土工程技术;2015-03
3 LI Long;ZHENG Yu-yuan;CAI Ji-meng;College of Resource and Environment Engineering,Guizhou University;Tianjin Geothermal Exploration and Development-designing Institute;;The Influence of Excavation of High Rocky Slope on Existing Tunnel: A Case of Building Slope at Guiyang in Guizhou[J];贵州科学;2015-02
4 HUANG Cheng-zhong;CCTEG Chongqing Engineering Co., Ltd.;;Design and analysis of supports for deep foundation pit under an existing high-steep retaining wall[J];岩土工程学报;2014-S2
5 LEI Yong;TANG Geng-chen;HU Ming;Department of Architectural Engineering, Logistical Engineering University of PLA;China Coal Technology & Engineering Group,Chongqing Design & Research institute;;Countermeasures and influences of deep excavations on retaining structures of existing high slopes[J];岩土工程学报;2014-S2
6 Guo Qiankun;Su Bukun;Guangzhou Municipal Engineering Design and Research Institute;;Study on Road Cutting Slope Design in Mountain Area[J];广东土木与建筑;2013-11
7 Yang Zhi-gui;;ANALYSIS ON THE STABILITY OF A ROCK SLOPE[J];建筑技术开发;2013-04
8 Yang Zhi-gui;;SIMULATION STUDY ON A ROCK SLOPE[J];建筑技术开发;2013-03
9 LEI Yong1,HUANG Chen-zhong2,QIU Hong2(1.Department ofArchitectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.China Coal Technology & Engineering Group,Chongqing Design & Research Institute,Chongqing 400016,China);Influence of ultra-high rocky slopes on existing tunnels and countermeasures[J];岩土工程学报;2012-S1
10 LEI Yong~1,LIU Chang-lin~2 (1.Department of Martial Architecture Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Hongcheng Real Estate Development Company,Chongqing 400000,China);Design Reasons about Quality Accident of Slope Engineering[J];重庆交通大学学报(自然科学版);2011-S1
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 HUANG Cheng-zhong;CCTEG Chongqing Engineering Co., Ltd.;;Design and analysis of supports for deep foundation pit under an existing high-steep retaining wall[J];岩土工程学报;2014-S2
2 XUE Li-ying;YANG Wen-sheng;Institute of Foundation Engineering,China Academy of Building Research;State Key Laboratory of Building Safety and Built Environment;Beijing Traffic Vocational Technical College Road & Bridge Department;;Design of upright-anchored pile retaining wall in a high slope[J];岩土工程学报;2013-S2
3 WANG Shu-guang(Institute of Foundation Engineering,China Academy of Building Research,Beijing 100013,China);Deformation control of excavation engineering with complicated surroundings[J];岩土工程学报;2013-S1
4 LEI Yong1,HUANG Chen-zhong2,QIU Hong2(1.Department ofArchitectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.China Coal Technology & Engineering Group,Chongqing Design & Research Institute,Chongqing 400016,China);Influence of ultra-high rocky slopes on existing tunnels and countermeasures[J];岩土工程学报;2012-S1
5 ;Prospect of Construction Technology for Side Slope[J];重庆建筑;2012-09
6 Tang Qiuyuan1,Zhao Shangyi2,Zheng Yingren2,Zhou Feng1,Shi Yi1(1.Chongqing Research & Design Institute of Sino-Coal International Engineering Group,Chongqing 400016,China;2.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China);Analysis of Design and Calculation Method for the Anchors in Rock Slope[J];地下空间与工程学报;2010-06
7 ZHAO Shangyi1,ZHENG Yingren1,WANG Jianhua2,TANG Qiuyuan2 (1.Department of Architectural Engineering,Logistical Engineering University,Chongqing 400041,China;2.Chongqing Coal Design and Research Institute,Sino-coal International Engineering Group,Chongqing 400016,China);DISCUSSION ON CALCULATION METHOD OF SLOPE ROCK-SOIL LATERAL PRESSURE BASED ON FACTOR OF SAFETY WITH STRENGTH REDUCTION[J];岩石力学与工程学报;2010-09
8 LEI Yong1,HAO JIANG-nan2,XIAO Qiang1 (1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.Guiyang Prospecting and Design Co.,Ltd.,Guiyang 550081,China);Inquiring some problem in high slope design[J];岩土工程学报;2010-S2
9 DI Guo-en,HUANG Bing-de,WANG Wei-dong(Department of Underground Structure & Geotechnical Engineering,East China Architectural Design & Research Institute Co.,Ltd.,Shanghai 200002,China);Design and application of the deep excavation in sensitive environment[J];岩土工程学报;2010-S1
10 DONG Cheng1,ZHENG Ying-ren1,ZHOU Yong-hong2(1.Logistical Engineering University of PLA,Chongqing 400041,China;2.China Construction Fifth Engineering Division Co.Ltd.,Changsha 410004,China);Discussion on the optimization design of supporting structure of rock foundation pit with adjacent buildings[J];岩土力学;2009-S1
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 Huang Chengzhong;CCTEG Chongqing Engineering Co.,Ltd.;;Analysis of Ultra-high Slope Supporting Design Adjacent to Existing Tunnel[J];岩土工程技术;2015-03
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 LEI Yong1,ZHENG Ying-ren1,JIANG Wen-ming2(1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Geologocal Exploration Bureau);Monitoring and Analysis of Stress on Anti-slide Short Pile[J];地下空间与工程学报;2007-05
2 LEI Yong,ZHENG Ying-ren(Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China);ANSYS Analysis on Horizontal Deformation of Short Anti-sliding Pile in Soil Landslide[J];地下空间与工程学报;2006-05
3 LEI Yong~1 LIU Guozheng~2 ZHENG Yingren~1 (1.Dept.of Architecture & Civil Engineering,LEU,Chongqing 400041,China;2.PLA University of Foreign Languages,Luoyang 471003,China);Discussion on Interaction of Short Anti-sliding Pile and Soil[J];后勤工程学院学报;2006-04
4 LEI Yong,LIU Wenping,ZHAO Shangyi ( Dept. of Architecture & Civil Engineering,LEU,Chongqing 400041,China);The Finite Element Confirmation about whether the Sliding Face Cross Over the Short Anti-side Pile[J];后勤工程学院学报;2006-03
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