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《GEOTICHNICAL INVESTIGATION AND SURVEYING》 1998-06
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Study on Application of m Method to Calculation of Foundation pit Bracing

Luo Heyan  
Calculated value by m method is compared with observational value through model tests of bracing structure. The m method calculating model which considered bracing lagging is believed to be fit for the real state and the result acquired is more rational.
【CateGory Index】: TU473.2
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【References】
Chinese Journal Full-text Database 4 Hits
1 CHEN Shao-ming, CAO Ping, JIANG Xue-liang (Central South University, Changsha 410083,China);The Analysis of Internal and Deformation of the Bracing Structure after Considering Bracing Lagging[J];湖南理工学院学报(自然科学版);2003-03
2 YANG Zhi ming,YAO Ai guo (China university of Geoscience,Wuhan 430074,China);Displacement analysis of compound soil nail support structure for excavation by one dimension finite element[J];煤田地质与勘探;2002-05
3 ?刘新宇,周早生 (解放军理工大学工程兵工程学院,南京 210007);基坑支护结构内力及变形动态分析[J];工程勘察;2000-02
4 Zhang Shanggen\ Zhao Peisheng(Nanjing Engineering Institute\ Nanjing\ 210007);INTERNAL FORCES AND DEFORMATION ANALYSIS OF RETAINING STRUCTURE OF DEEP EXCAVATION PROCESS[J];工业建筑;2000-03
【Co-references】
Chinese Journal Full-text Database 2 Hits
1 Liu Jifu Xie Xiaohua et al;Application of Prbracing Piles in the Excavation Engineering with Combined Bolting and Shotcrete[J];岩土工程技术;2000-02
2 Luo Heyan;Study on Application of m Method to Calculation of Foundation pit Bracing[J];工程勘察;1998-06
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Hou Yujie;Feng Xiaola;Mo Yun;Xiong Zonghai;Xie Wujun;General Contracting Company of CCTEB;Wuhan Fengda Geological Engineering Ltd.;Faculty of Engineering,China University of Geosciences;;Analysis on mechanical and deformation characteristics of the internal support system of Tianjin Goldin CBD excavation pit[J];工程勘察;2013-11
2 Wang Minglong1,2,Wang Jingmei3 (1.Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China; 2.Center for Assessment and Development of Real Estate,Shenzhen,Guangdong 518034,China; 3.China Chemical Engineering First Geotechnical Engineering Co.,Ltd,Cangzhou,Hebei 061001,China);Numerical Simulation on the Variation Law of Pile Internal Force of Pile-Anchor Retaining Structure in Deep Foundation Pit[J];地下空间与工程学报;2013-03
3 ZHU Wei-wei1,2,HUANG Xin1 (1.Faculty of Civil Engineering,Nanjing Forestry University,Nanjing 210037,China;2.Department of Construction Engineering,Xuchang Vocational and Technical College,Xuchang 461000,China);Numerical Simulation Analysis of the Relationship Between Displacements at the Base of Slope and Safety Factors[J];人民黄河;2011-09
4 GUO Yin1,ZHAO Gang1,SUN Yuan-di1,GUO Yong-fu2,BAO Zhao-jie1,LI Jun-jie1,XIE Fang1(1.China Institute of Geotechnical Investigation and Surveying Co.,Ltd,Beijing 100007,China;2.Beijing Urban Construction Road & Bridge Group Co.,Ltd,Beijing 100124,China);Test Study on the Internal Force and Deformation for Anchored Bracing Pile[J];地下空间与工程学报;2009-05
5 ZHU Jian;The application of finite element method in survey of deep excavation work[J];山西建筑;2009-08
6 WANG Yong, LIU Shi-zhong (Civil Engineering College in Lanzhou Jiaotong University, Lanzhou 730070, China);Stability Analysis of the Foundation Pit by FEM[J];中国市政工程;2008-06
7 HUANG Hui DUAN Xin-sheng LI Xiao- yuan GU Chun-jie (Faculty of Engineering,China University of Geosciences,Wuhan Hubei 430074,China);Application of Bar System FEM in Excavation for Wuhan 2~(nd)Subway[J];探矿工程(岩土钻掘工程);2008-04
8 SHANG Dong-xu,QI Meng,YAN Fei(North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China);Stability Analysis of Multi-struts Diaphgram Wall[J];华北水利水电学院学报;2008-02
9 JIA Jin-qing1,CHEN Guo-zhou1,MENG Xiang-bo2(1.Structural engineering institute of State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China;2.College of Communications,Ludong University,Yantai 264025,China);Application of modified beam-spring FEM to prestressed anchor flexible retaining wall[J];岩土力学;2007-11
10 DU Yunhe1,2,LI Shimin3,ZENG Xianming3,WEN Gaoyuan3,LIANG Shifa3,ZHAO Qiang3(1.Kunming University of Science and Technology,Kunming,Yunnan 650093,China;2.Research Institute of Chengdu Military Area,Chengdu,Sichuan 650031,China;3.The Third Research Institute of Engineering Corps,General Staff of PLA,Luoyang,Henan 471023,China);SIMILARITY MODEL TEST STUDY ON COMPOSITE SOIL-NAILED SUPPORTING FILLED SIDEWALL(SLOPE) BEFORE RAINFALL[J];岩石力学与工程学报;2006-S1
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