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《Shanxi Architecture》 2005-01
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Design of limit sustained by nail and its application

ZHOU Yi 1 TIAN Hua 2 (1. Yangtze River Water Conservancy Committee Design Academy, Wuhan 4 30010, China; 2. Shanxi Architectural Scientific Research Academy, Taiyuan 0300 01, China)  
Based on limit balance theory,it introduces de si gn method of nail sustainment from 3 aspects of whole inner stability analysis m ethod、whole outer stability analysis method and partial stability analysis meth od as well as utilization and discussion have been done after combined with prac tical project.
【CateGory Index】: TU463
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Chinese Journal Full-text Database 2 Hits
1 XIONG Xue-zhong GUO Bo;Analysis and comparison of stability by soil-nail retaining fabric[J];Shanxi Architecture;2007-26
2 LIU Xu-feng WEI He;The analysis of stability of the supporting method of soil nailing wall and mini-pile[J];Shanxi Architecture;2007-29
Chinese Journal Full-text Database 10 Hits
1 ZENG Bo1,ZENG Lang2(1.Guangdong Technical College of Water Resources and Electric Engineering,Guangzhou510635,China;2.Shanghai Jingsheng Construction Supervision Company,Shanghai200540,China);Application of the bracing technique with composite soil nail in project[J];Building Science Research of Sichuan;2003-02
2 ;土钉墙基坑支护原理及其在合肥地区应用情况分析[J];Anhui Architecture;2003-04
3 Quan Wei(Kunming Prospecting Design Institute of China Nonferrous Metals Industry,Kunming 650051,China);Questions in Soil Nail Support of the Weak Foundation Pit and the Countermeasures[J];Anhui Architecture;2008-01
4 ZHAO Shangyi et at.;FEM for Analysis of Slope Stability[J];Underground Space;2001-S1
5 HUANG Tian-li~1 , LOU Meng-lin~1 , ZENG Xian-ming~2 (1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092; 2. The 3rd Engineering Army Institute, General Staff PLA, Luoyang 471023);Finite Element Analysis for the Filling Clay Side Walls (Slopes) Failure Pattern Based on the Simulation Model Test[J];;2005-04
6 YAN Chun~1,LIU Yan~1,HUANG Zhong-wen~(1,2)(1.Guangxi Communication Scientific Researsh Institute,Guangxi Nanning 530001,China;2.Chang'an University,Shanxi Xi'an 710064,China);The appliance of root-pile and CMA blend in expansive-soil cutting-slope[J];Journal of Chongqing Jiaotong University;2006-03
7 FANG Dong (Graduate School,China University of Geosciences , Wuhan 430074, China; Shenzhen Lingnan Jincheng Construction Engineering Company, Shenzhen Guangdong 518000, China);Engineering Application of Combined Supporting by Soil Nailing and Anchored Bar in Deep Pit[J];Geological Science and Technology Information;2005-S1
8 LI Lian-xiang~(1,2),HAO Xiao-ping~2,MU Qiang~2(1.College of Resource and Environment Engineering,SUST,Taian,Shandong 271019,China;2.Ji'nan Institute of Surveying and Mapping,Ji'nan,Shandong 250013,China);Analysis of Deep Foundation Pit Engineering by River in Ji'nan City[J];Journal of Water Resources and Architectural Engineering;2006-04
9 YANG Chao, LIU Xi-liang, WANG Guang-yong (Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; Department of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000,China);Analysis of pressure change law of hard-clayey foundation pit[J];Journal of Liaoning Technical University;2005-06
10 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
China Proceedings of conference Full-text Database 3 Hits
1 CHEN Dong-en (Guangdong Foundation Engineering Company,Guangzhou 510620,China);The discussions regarding the soil-nail retaining structure[A];[C];2008
2 HUANG Tian-li, LOU Meng-lin, ZENG Xian-ming (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092; The 3rd Engineering Army Institute, General Staff PLA, Luoyang 471023);Finite Element Analysis for the Filling Clay Side Walls (Slopes) Failure Pattern Based on the Simulation Model Test[A];[C];2005
3 Li Lianxiang~(1,2) Li Shucai~1 Li Chunpeng~2 1.Geotechnical & Structural Engineering Research center,Shandong University,Jinan 250016,China; 2.Jinan Institute of Surveying and Mapping,Jinan 250013,China;Study on Integer Stability of Common Compound Soil Nailing Wall Structure[A];[C];2008
Chinese Journal Full-text Database 1 Hits
1 LI Meng-xuan (No.2 Artillery Command Institute Engineering Department, Wuhan 430012, China);Analysis & comparison of calculative method of inner stableness maintained by nails[J];Shanxi Architecture;2005-02
【Secondary References】
Chinese Journal Full-text Database 5 Hits
1 Sun Yuzhuo1,Liu Fuchen1,Cheng Yingchang2,Zhang Wei1(1.Shandong Water Polytechnic,Rizhao Shandong 276826,China;2.Rizhao Zhonghao Designed building Co.,Ltd.,Rizhao Shandong 276826,China);Dicussion on Calculation of Soil Nailing Design for Foundation Pit[J];Port Engineering Technology;2009-03
2 WU Xi-zhi CHEN Hong-wei;Internal force calculation and application of monolayer pivot point and hybrid supporting structure[J];Shanxi Architecture;2008-17
3 LI Xiang;The optimization of soil nail long and layout form in the excavate support structure[J];Shanxi Architecture;2008-29
4 ZHANG An-xiang;Reliability analysis of soil nailed supported structure[J];Shanxi Architecture;2008-34
5 ZHAO Hu;The construction technology of cutting pile plank wall[J];Shanxi Architecture;2009-07
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