Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 35 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
BIAN Xiao-ya, ZHENG Jun-jie, XU Zhi-jun. Reliability analysis of bearing capacity of foundation piles considering pile foundation design approach[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1099-1102.
Citation: BIAN Xiao-ya, ZHENG Jun-jie, XU Zhi-jun. Reliability analysis of bearing capacity of foundation piles considering pile foundation design approach[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1099-1102.
shu

Reliability analysis of bearing capacity of foundation piles considering pile foundation design approach

  • 1. Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan 430074, China; 2. School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou 450052, China

More Information
  • Received Date: June 14, 2013
  • Published Date: November 24, 2013
    Graphical Abstract
    • Abstract
  • Pile foundation design approach is an important factor for determining the bearing capacity of foundation piles. The differences between pile foundation design approaches have significant influence on reliability analysis of piles. Seven design approaches for pile foundation are collected for this study, which are widely used at home and abroad. Subsequently, based on the CPT design approach and bearing capacities of piles determined by seven pile foundation design approaches, the bias factor of design approach is defined, and the calculation formula for reliability index of foundation piles considering various design approaches are presented. The results from case study indicate that, the degree to which pile foundation design approaches affect reliability level of pile bearing capacity greatly varies with pile foundation design approaches. However, it is shown the stable impact of pile foundation design approaches on reliability analysis of piles, which supports the proper adoption of pile foundation design approach in practice. Due to that reliability indices based on different pile foundation design approaches are small and have large differences, the reliability indices obtained can be accepted to evaluate the level of safety for pile foundation design approach, but cannot be directly accepted as the criterion to judge pile reliability.
    • FullText(HTML)
    • References (14)
  • [1]
    郑俊杰, 徐志军, 刘 勇, 等. 基于最大熵原理的基桩竖向承载力的可靠度分析[J]. 岩土工程学报, 2010, 32(11): 1643-1647. (ZHENG Jun-jie, XU Zhi-jun, LIU Yong, et al. Reliability analysis for vertical bearing capacity of pile based on the maximum entropy principle[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1643-1647. (in Chinese))
    [2]
    ZHANG L M. Reliability verification using proof pile load tests[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(11): 1203-1213.
    [3]
    ZHANG L M, LI D Q, TANG W H. Impact of routine quality assurance on reliability of bored piles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(5): 622-630.
    [4]
    李典庆. 打入桩承载力确定方法对安全系数的影响[J]. 岩土力学, 2006, 27(10): 1733-1738. (LI Dian-qing. Effect of driven pile bearing capacity determination methods on safety factors[J]. Rock and Soil Mechanics, 2006, 27(10): 1733-1738. (in Chinese))
    [5]
    FEDERAL HIGHWAY ADMINISTRATION. Load and resistance factor design (LRFD) for highway bridge substructures[M]. Washington: Department of Transportation, 2001.
    [6]
    ORCHANT C J, KULHAWY F H, TRAUTMANN C H. Reliability-based foundation design for transmission line structures—Critical evaluation of in situ test methods[R]. EL-5507 Final Report. California: Electrical Power Institute, Palo Alto, 1988.
    [7]
    MEYERHOF G G. Bearing capacity and settlement of pile foundations[J]. Journal of Geotechnical Engineering, 1976, 102(3): 195-228.
    [8]
    RAUSCHE F, THENDEAN G, ABOU-MATAR H, et al. Determination of pile driveability and capacity from penetration tests[R]. FHWA Report DTFH61-91-C-00047, Washington D. C.: Federal Highway Administration, 1996.
    [9]
    GATES M. Empirical formula for predicting pile bearing capacity[J]. Civil Engineering, 1957, 27(3): 65-66.
    [10]
    HILEY A. The efficiency of the hammer blow, and its effects with reference to piling[J]. Engineering, 1922, (2): 673.
    [11]
    TOMLINSON M J. Pile design and construction practice[M]. 3rd ed. London: Palladin, 1987.
    [12]
    ESRIG M E, KIRBY R C. Advances in general effective stress method for the prediction of axial capacity for driven piles in clay[C]// Proceedings of the 11th Annual Offshore Technology Conference, Houston: Texas, 1979: 437-449.
    [13]
    GB 50009—2001 建筑结构荷载规范[S]. 北京: 中国建筑工业出版社, 2002. (GB 50009—2001. Load code for the design of building structures[S]. Beijing: China Architecture and Building Press, 2002. (in Chinese))
    [14]
    刘金砺, 袁振隆. 粉土中钻孔群桩承台-桩-土的相互作用特性和承载力计算[J]. 岩土工程学报, 1987, 9(6): 1-15. (LIU Jin-li, YUAN Zhen-long. Cap-pile-soil interaction of bored pile groups in silt and calculation on bearing capacity[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(6): 1-15. (in Chinese))
    • Related Articles

  • Related Articles

    [1]TANG Xin, YU Jin, LIN Li-hua, GAO Hai-dong, LI Gang, LIN Zhi-chao. Equivalent fatigue stress and non-linear constitutive model for fatigue of rock[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 102-111. DOI: 10.11779/CJGE202101012
    [2]WU Qi, CHEN Guo-xing, ZHU Yu-meng, ZHOU Zheng-long, ZHOU Yan-guo. Evaluating liquefaction resistance of saturated sandy soils based on equivalent skeleton void ratio[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1912-1922. DOI: 10.11779/CJGE201810019
    [3]LI Xiang-yu, LIU Guo-bin, YANG Xiao, HAN Chun-long. Deformation and stress of tunnel structures based on modified longitudinal equivalent continuous model[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 662-670. DOI: 10.11779/CJGE201404010
    [4]KONG Gang-qiang, LIU Lu, LIU Han-long, ZHOU Hang. Triaxial tests on deformation characteristics of transparent glass sand[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1140-1146.
    [5]YAN Dong-xu, XU Wei-ya, WANG Wei, SHI Chong, SHI An-chi, WU Guan-ye. Research of size effect on equivalent elastic modulus of columnar jointed rock mass[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 243-250.
    [6]Orthotropic equivalent deformation parameters of jointed rock mass[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(6).
    [7]SHAO Shengjun, WANG Ting, YU Qinggao. Equivalent consolidation deformation properties and one-dimensional analysis method of unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1037-1045.
    [8]CHEN Guoxing, LIU Xuezhu, ZHU Dinghua, HU Qingxing. Experimental studies on dynamic shear modulus ratio and damping ratio of recently deposited soils in Nanjing[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 1023-1027.
    [9]MA Hailong, CHEN Yunmin. Quantitative analyses of the influence of pile length and other factors on capability and modul of cement stabilized soil composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 720-723.
    [10]WANG Xiuyan, LIU Changli. Discussion on permeability of deep clayey soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 308-312.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (372) PDF downloads (784) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return