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《Sichuan Building Science》 2009-05
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Security analysis & design method of soil nailing and bolting support

ZHANG Li1,XU Zhaoyang1,2(1.College of Architectural Science & Engineering,Yangzhou University,Yangzhou 225009,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)  
The paper discussed construction technique and function mechanism of bolting support and soil nailing,which are often used in retaining and protection of foundation.Horizontal displacement and security analysis is compared in bolting support and soil nailing with a project example.When construction field is narrow and deformation displacement request is strict,safety of foundation pit can be guaranteed by bolting support,when on the condition of high-viscosity soil,soil nailing can save construction cost effectively.
【CateGory Index】: TU753
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Chinese Journal Full-text Database 10 Hits
1 ZHUANG Xin-shan~(1,2),ZHU Rui-geng~1,ZHAO Xi~2(1.Wuhan University of Technology,Wuhan 430070,China;2.Hubei University of Technology,Wuhan 430068,China);Study on the limit analytic method determinate soil layer anchor supporting capacity[J];Building Science Research of Sichuan;2005-04
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3 FANG Cong-yan(Wuhu Vocational Institute of Technology,Wuhu 241000,China);Analysis of the uplift Mechanism of bolt-grouting body based on finite difference[J];Journal of Anhui University of Technology and Science(Natural Science);2007-03
4 LIN Shi-quan(FuJian Communication Planning and Design Institute,Fuzhou 350004,China);Bearing Capacity Analysis of Retaining Wall Based on Minisize Bore-hole Steel Tube Driven Cast-in-place Piles[J];Chinese Journal of Underground Space and Engineering;2008-02
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8 MA Fei1),GAO Guohua1),WANG Pinghui2),WANG Tao1),ZHANG Miao1)1) School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China2) School of Management,Tianjin University,Tianjin 300072,China;Water jet soil reaming technology and its influencing factors[J];Journal of University of Science and Technology Beijing;2008-06
9 JU Neng-pan,HUANG Run-qiu,TU Guo-xiangNational Laboratory of Geological Hazard and Engineering Geological Environment Protection,Chengdu University of Technology,Chengdu 610059,China;The FEM study on interaction mechanism between the pile and the rock-soil of the sheet-pile wall[J];Journal of Chengdu University of Technology(Science & Technology Edition);2006-04
10 LI Zhi-hui,LI Liang,LI Jian-sheng(School of civil Engineering and Architecture,Central South University,Changsha 410075,Hunan,China);Research on stress wave method for bolt nondestructive testing technique[J];Science of Surveying and Mapping;2009-01
China Proceedings of conference Full-text Database 10 Hits
1 LI Yong (3 Branch Office of Sichuan Highway Reconnaissance & Design Institute, Chengdu 610041);Application of Anchor Cable Stake Wall in the Expressway Ramp Bank Defence[A];[C];2008
2 Tang Xiulan, Xu Ruichang, Peng Efeng, Zheng Shengqing ( China Building Technique Group Co. , Ltd. , Chongqing Representive, Chongqing 400013,China);Application of Prestressed Anchor in Foundation Design of Sanxia Mingzhu Tour Tower[A];[C];2006
3 LI Xian-guang QIN Ren-hui (College of Civil and Architecture Engineering,Guizhou University,550003,China);RESEARCH ON MECHANIC MODEL OF PRE-STRESS ANCHORED ANTI-SLIDE PILE[A];[C];2005
4 LIU Ying QIN Ren-hui (School of architecture and civil engineering,Guizhou university guiyang 550003);PRE-STRESSED ANCHOR WIRE AND ANCHOR ARM COMBINATION USE IN DEEP FOUNDATION DITCH SUPPORTING[A];[C];2005
5 HAN Shang-yu~(1,2) ZHU Lei~(1,2) HONG Bao-ning~(1,2) WEI Hao~(1,2) (1. Key Laboratory for Geomechanics and Embankment Engineering Education Ministry, Hohai University, Nanjing 210098, China; 2. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 21098, China);New anti-pullout test system of bolt-grouting body and its application[A];[C];2008
6 HU Zhongchun (School of Resources and Environmental Engineering,Wuhan University of Technology,Wuhan 430070,China);Research on reliability of supporting structure for soft soil deep foundation bored piles with SMW method[A];[C];2008
7 Zhou Yong Zhu Yanpeng (School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050 China);INSTABILITY ANALYSIS AND TREATMENT MEASURES OF A LANDSLIDE OF SOIL NAILED WALL IN LOESS EXCAVATION[A];[C];2006
8 Jia Jinqing Chen Guozhou Meng Xiangbo ( State Key Laboratory of Coastal and Offshore Engineering of Dalian University of Technology, Dalian, 116024, China; Communications Institute of Ludong University, Yantai, 264025, China);BEAM-SPRING FEM ANALYSIS OF PRESTRESSED ANCHOR FLEXIBLE RETAINING WALL[A];[C];2006
9 Wang Lei Zhao Fasuo Wang Yanting (School of Geological Engineering and Surveying Engineering, Chang'an University, Xi'an 710054);STUDY ON THE OPTIMIZATION DESIGN TO FORCE OF ANCHOR BASED ON THE LOWEST ENGINEERING COST OF THE ANCHOR ANTI-SLIDE PILE[A];[C];2006
10 ZHANG Fei LI Chang-ruing WANG Jie (Department of civil engineering,Shenyang Jianzhu University,Shenyang,110168,China);MEASURES OF ENHANC THE SLOPE STABILITY[A];[C];2007
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