Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Sichuan Building Science》 2008-04
Add to Favorite Get Latest Update

Reliability analysis and calculation of pre-reinforced-solidity pile

KANG Yin,LUO Shuxue,LI Qiang(School of Civil Engineering of Southwest Jiaotong University,Chengdu 610031,China)  
Foundation coefficient method,the present design method of pre-reinforced-solidity pile which is one of retaining engineering structures of railway subgrade,is a constant method in essence,in which there are many flaws.A new design method containing partial safety factor based on reliability is increasingly becoming popular.According to three failure models of pre-reinforced-solidity pile(flexural failure,sheared failure and soil failure),three limited state equations are developed.Then,target reliability indexs can be gained after writing C programe of M-C and calculating 22 piles.The result meets the requirement of design.
【CateGory Index】: TU473.1
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 DONG Anzheng,ZHAO Guofanng,Dalian University of Technology,Dalian116024,China);Human comfort fuzzy reliability analysis of tall building under wind loads[J];Building Science Research of Sichuan;2003-02
2 LI Gang1,HOU Jianguo2(1.Tongji University,Shanghai200092,China; 2.Wuhan University,Wuhan430072,China);The comparison of the setting-lever of the reliability of concrete structural design codes between China and America[J];Building Science Research of Sichuan;2003-02
3 XIA Tao,ZHANG Xin-pei(College of Architecture and Environment,Sichuan University,Chengdu 610065,China);The β-ball sampling of Monte-Carlo simulation on the reliability of load-carrying capacity of special-shaped column's normal section[J];Sichuan Building Science;2006-04
4 DONG Anzheng,GU Jun(Shanghai Nanhui Construction Engineering Management Office ,Shanghai 201300,China);Human comfort fuzzy reliability analysis and design of tall building under wind loads[J];Sichuan Building Science;2006-06
5 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
6 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
7 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
8 LIU Xiao-yu,ZHAO Yong,LIN Xin(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Study on the hollow anti-sliding piles of reinforced concrete[J];Journal of Chongqing Jiaotong University;2006-03
9 LAI Yong1,2,CHEN Hong-kai1,ZHANG Yong-xing2(1.Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China;2.School of Civil Engineering,Chongqing University,Chongqing 400045,China);Construction Process and Modern Prevention Control Techniques for High Cut Slop[J];Journal of Chongqing Jiaotong University(Natural Science);2007-S1
10 LEI Jin-shan1,YANG Jun-sheng1,ZHOU Da-dong2,WANG Zhi-ai2(1.School of Civil and Architectural Engineering,Central South University,ChangSha 410075,China;2.China Hydro Mid-South Design & Research Institute,Changsha 410014,China);Mechanism analysis of landslide of Changtan new river and treatment[J];Journal of Railway Science and Engineering;2008-06
China Proceedings of conference Full-text Database 8 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 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
6 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
7 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
8 LIU Huan-bin,YAN E-chuan,WU Yi-ping,ZHANG Yong-yi (Faculty of Engineering,China University of Geosciences,Wuhan 430074,China);A compatible distortion method of cable in structure of pile-anchor[A];[C];2007
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved