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《Soil Engineering and Foundation》 2014-06
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Field Testing and Numerical Analysis of a Composite Soil Nailing Wall

ZHANG Shulong;DONG Xixiang;LI Lianxiang;Excavation and Deep Foundation Engineering Research Center,Shandong University;West Jinan Investment and Development Group Co.,Ltd.;  
This paper presents the deep excavation monitoring results of an underground parking garage of West Jinan New City project.The deep excavation was supported by the composited soil nail walls.The excavation and the supporting progresses are simulated by the three dimensional finite element analysis using ABAQUS.The simulated lateral displacement and vertical settlement at the ground surface near the excavation are compared with the measured values.The influences of micropile and seepage cut-off wall on the performance of the composite soil nail wall are also analyzed.The results indicate that the numerical model that includes the soil nail,seepage cut-off wall,micropile,and prestressed ground anchor can reasonably simulate the progress of the deep excavation supported by the composite soil nails.
【CateGory Index】: TU476
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Chinese Journal Full-text Database 7 Hits
1 WEI Huan-wei~(1,2),YANG Min~1,SUN Jian-ping~2(1.Geotechnical Engineering Department,Tongji University,Shanghai 200092,China;2.Engineering Identification & Reinforcement Institute,Shangdong Jianzhu University,Jinan 250014,China);Calculation method of pull-out bearing capacity of soil nail[J];Hydrogeology & Engineering Geology;2009-05
2 QIN Si-qing1,CHEN Hui2,ZHANG Ming-zhong2(1.Institute of Geology and Geophysics of CAS,Beijing 100029,China;2.Beijing Building Material Geotechnical Engineering Co.,Beijing 100102,China);Deformation and Destruction Value Analogy Analyses for Soil Nail Support by Finite Element Method[J];Exploration Engineering(Rock & Soil Drilling and Tunneling);2005-S1
3 Wei Huanwei1,2 Yang Min1 Sun Jianping 2 Jia Qiang 2 (1. Tongji University, Shanghai 200092, China; 2. Shandong Jianzhu University, Jinan 250014, China);Calculation Method for Soil Nailing Displacement[J];China Civil Engineering Journal;2009-01
4 Duan Jianli1,Tan Yuehu1,Fan Youwei2,Lu Feng2 (1Dept. of Civil Defense Engineering,PLA University of Science and Technology, Nanjing 210007 China) (2Nanjing Institute of Mapping Surveying and Investigation, Nanjing 210005 China);FIELD TESTING STUDY ON COMPOSITE SOIL NAILING[J];Chinese Journal of Rock Mechanics and Engineering;2004-12
5 Sun Tiecheng1,Zhang Mingju2,Yang Qian2 (1School of Civil Engineering,Shijiazhuang Railway Institute, Shijiazhuang 050043 China) (2College of Architecture and Civil Engineering,Beijing University of Technology, Beijing 100022 China) (3Graduate Department,Shijiazhuang Railway Institute, Shijiazhuang 050043 China);MODELING STUDY ON COMPOSITE SOIL NAILING FOR DEEP EXCAVATION[J];Chinese Journal of Rock Mechanics and Engineering;2004-15
6 SONG Er-xiang , QIU Yue (Dept. of Civil Engineering Tsinghua University Beijing 100084, China);Finite element analysis of composite soil nailing for excavation support[J];Rock and Soil Mechanics;2001-03
7 QIN Si-qing1, JIA Hong2, MA Ping1, LI Hou-en1, ZHANG Xiao-ke1 (1. Institute of Geology and Geophysics ,Chinese Academy of Sciences, Beijing 100029, China; 2. China Railway Construction Group Corporation, Beijing 100040, China);Numerical analysis of deformation and failure in prestressed soil-nailed reinforcement structure[J];Rock and Soil Mechanics;2005-09
Chinese Journal Full-text Database 10 Hits
1 LI Jie,XU Li,ZHOU Liqing(Sichuan Institute of Building Research,Chengdu 610081,China);Analysis of force action mechanism of composite soil nailing in deep excavation[J];Sichuan Building Science;2009-03
2 ZHU Ya lin,KONG Xian jing,ZOU De gao,JIA Jin qing(State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian,116024,China);STRUCTURAL PARAMETRIC STUDY OF PRESTRESSED ANCHOR FLEXIBLE RETAINING[J];Journal of Anhui Institute of Architecture;2003-04
3 ZHOU Chenfa~(1,2) PAN Hong~(2,3) (1.Guangzhou City Construction & Development Design Institute CO.LTD,Guangzhou 510620,China; 2.College of Architecture,South China University of Technology,Guangzhou 510640,China; 3.State Key Laboratory of Subtropical Architecture Science,South China University of Technology,Guangzhou 510640,China);Analysis on Pull of Soil Nail at Convex Location of Composite Soil Nailing Wall[J];Chinese Journal of Underground Space and Engineering;2007-S1
4 Liu Richeng1,Zhang Qin2,Wang Yukui1,Gong Ming1(1.Geotechnical & Structural Engineering Research Center,Shandong University,Jinan,250061,China; 2.Shandong Tengqi Homeownership Development Co.,Ltd,Jinan 250014,China);Numerical Simulation of Composite Soil Nailed Wall[J];Chinese Journal of Underground Space and Engineering;2012-01
5 DUAN Dong-ming, ZHANG Ming-ju, GAO Xin-jun, DU Xiu-li (School of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing 100044, China; College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China);The Permanent Engineering of Soil Nailing and Its Durability Design[J];Journal of Beijing University of Technology;2006-09
6 ZHANG Ming-ju,Lü Qi,WANG Cheng-hao,YANG Wen-feng(The Key Laboratory of Urban Security and Disaster Engineering,Beijing University of Technology, Ministry of Education,Beijing 100124,China);Shaking Table Test for Aseismic Behavior of the Soil-nail Supporting System[J];Journal of Beijing University of Technology;2011-06
7 MA Chong-wu~1 LIU Zhong-yu~2 ZHOU Gao-yong~2 (1.Department of Civil Engineering,Dongguan University of Technology,Dongguan 523808,China; 2.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China);Evaluation of Pull-out Bearing Capacity of Soil Nail Considering Soil Dilatancy[J];Journal of Dongguan University of Technology;2010-01
8 DU Ye1,WANG Jun-Peng2,YAN Ping3(1.Key Laboratory of Mine Disaster Prevention and Control of Ministry of Education,Shandong University of Science and Technology,Shandong Qingdao 266510,China;2.Qingdao Technological University,Shandong Qingdao 266520,China;3.Zhejiang University,Hangzhou 310027,China);RESEARCH ON APPLICATION OF COMPOSITE SOIL NAILING WITH DOUBLE-ROW BAMBOO PILE[J];Low Temperature Architecture Technology;2009-09
9 CHEN Shao-ming1,ZHANG Jun-wei2 (1.Wujiaqu Nongliushi Investigation and Design Institute Co.,Ltd.,Wujiaqu,Xinjiang 831300,China;2.Xinjiang Investigation and Design Institute of Water Conservancy and Hydropower,MWR,Ulumuqi,Xinjiang 830000,China);Discussion on Simplified Formula for Calculating Soil Nail Wall's Horizontal Displacement from Bending Effect[J];Journal of Water Resources and Architectural Engineering;2009-04
10 WANG Yuanyuan QIN Siqing(Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029);COMPARISON OF SOIL NAIL AND COMPOSITE SOIL NAIL REINFORCEMENT STRUCTURES USING NUMERICAL SIMULATIONS[J];Journal of Engineering Geology;2006-02
China Proceedings of conference Full-text Database 7 Hits
1 DENG Qing-hai~(1,2),MA Feng-shan~1,YANG Chang-xiang~3,LU Yao-jun~3,DING De-min~1, ZHANG Ya-min~1,WANG Jie~1,GUO Jie~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China; 2.Shandong University of Science and Technology,Qingdao 266510,China; 3.Mining Area No.2,Jinchuan Group Co.Ltd.,Jinchang 737100,China);Performance assessment of the supporting program of shaft No.14 in Jinchuan Mine Area No.2[A];[C];2011
2 HUANG Jianhua (Civil Engineering Department,Geotechnical and Environmental Engineering Institute,Fujian University of Technology,Fuzhou 350108);OPTIMIZATION SIMULATIONS OF COMPOSITE SOIL-NAIL RETAINING STRUCTURE IN FOUNDATION PIT ENGINEERING[A];[C];2010
3 Wei Huanwei~(1,2) Yangmin~2 Sun Jianping~1 (1.Engineering Identification & Reinforcement Institute of Shangdong Jianzhu University Ji'nan 250014;2.Geotechnical Engineering Department of Tongji University Shanghai 200092;);SIMPLIFIED CALCULATION METHOD OF COMPOSITE SOIL NAILING LATERAL DISPLACEMENT[A];[C];2010
4 YIN Ji~(1,2) GUAN Fei~(1,2) LI Xiang-fan~1 (1.Dept.of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200031,China);Displacement And Global Safety Of The Composite Soil Nail Wall Calculated By FEM[A];[C];2007
5 YIN Ji~1 WEI Jian-hua~2 LI Xiang-fan~1 (1.Dept.of Geotechnical Eagineering,Tongji University,Shanghai 200092,China;2.Shanghai Geotechnical Investigation & Design Insititute Co.,Ltd,Shanghai 200031,China);Increment method to calculate dispalcement of composite soil nailled wall[A];[C];2007
6 SONG Er-xiang 1,2 , SONG Guang 1,2 (1. Dept. of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Beijing 100084, China);SIMPLIFIED METHOD FOR STABILITY AND DEFORMATION ANALYSIS OF COMPOSITE SOIL NALING WITH PRE-INSTALLED MICRO-PILES[A];[C];2013
7 Gao Feng-huai;Fu Lian-an;Zhang Zhi-hao;East-China Survey Design&Research Institute of China Petroleum Natural Gas Group Company;;FLAC-2D Numerical Simulation Analysis of Composite Soil Nailing in Deep Excavation[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 HE Yingcheng1,SHAO Xiaohong2,ZHANG Xiaopeng3,ZHAO Huimin1(1.Kunming University of Science and Technology,Kunming650224,China2.Kunming Civil Engineering Design Institute,Kunming650051,China;3.Chengdu Sihai Rock and Soil Company Kunming Branch,Kunming650051,China);The research of withdrawal resistance of soil nailing[J];Building Science Research of Sichuan;2003-03
2 Zhao Yonglun et al.(19);Analysis on Stability of Soil Nailing Wall by Sliding Wedge Method[J];UNDERGROUND SPACE;1999-01
3 Wang Jiandang ①,Jia Lihong ②,Qin Siqing ②,Li Zaoding ① (①School of Resources and Civil Engineering,NEU, Shenyang 110006;②Geological Investigation and Surveying Institute of China Aviation Industry,Beijing 100086);Analysis of Soil Nailing Pull out Mechansims in Deep Foundation Pit Supporting[J];JOURNAL OF NORTHEASTERN UNIVERSITY;1999-01
4 WANG Minglong① WAN Linhai② HUANG Zhiquan② WANG Xiaopeng③ MA Xingfei④(①Shenzhen Geotechnical Investigation &Surveying Institute Co.,Ltd.,Shenzhen 518028)(②North China Institute ofWater Conservancy and Hydroelectric Power,Zhengzhou 450008)(③Guiyang Hydropower Investigation Design &Research Institute,CHECC,Guiyang 550002)(④Henan Xinxiang Architectural Design &Research Institute,Xinxiang 453000);FLAC~(3D) ANALYSIS OF THE INTERNAL FORCES OF SOIL NAILS[J];Journal of Engineering Geology;2006-03
5 Song Erxiang;Deformation Analysis of Shield Tunnel[J];Building Structure;1999-02
6 YANG Liang (Spock Controlling LTD of City Construction, Nanjing 210002, China);Withdrawal Resistance of Soil Nailing[J];Journal of PLA University of Science and Technology(Natural Science);2004-05
8 Zhang Minjian Ying Huiqing;Experimental Study on Anti-Pulling Properties of Soil Nailing[J];Building Construction;2005-04
9 CHEN Heng-chao~1,LI Cheng~2, WANG Lai~3 (1. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2. National Stadium Co. Ltd. , Beijing 10010, China; 3. College of Civil Eng., SUST, Taian, Shandong 271019, China);Research on Simplified Calculation Method of Internal Stability in Soil-nailing Supporting Structure[J];Journal of Shandong Inst.of Min.& Tech;2004-02
10 Li Xiang fan (Department of Geotechnical Engineering,Tongji University shangshai 200092) Xu Shuigen (Naijing Engineering institute,Najing,210007);Study of the Compound Soil Nailed Retaining Wall[J];Shanghai Geology;1999-03
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