Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 31 Issue 1
Turn off MathJax
Article Contents
Abstract
Related Articles
CHEN Lihong. Introduction to geotechnical design code:Eurocode 7[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 135-138.
Citation: CHEN Lihong. Introduction to geotechnical design code:Eurocode 7[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 135-138.
shu

Introduction to geotechnical design code:Eurocode 7

  • School of Civil Engineering Beijing Jiaotong University Beijing 100044 China

More Information
  • Published Date: January 14, 2009
    Abstract
  • Eurocodes have been set up based on the latest information from almost all countries of the European Union and suggestions from the best professionals.The main philosophy of Eurocodes is the limit state design.The issue of Eurocodes encourages the intercommunication in the European Union and makes much benefit for the construction industry.The worldwide design methods and codes are influenced.To know more about the Eurocodes,the establishment of Eurocodes and the features of Eurocode 7 are introduced.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]CHU Zhao-fei, LIU Bao-guo, LI Xu, ZHANG Ning. Comparison between quantile value method and partial factor method for stability evaluation of soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 106-115. DOI: 10.11779/CJGE201701009
    [2]ZHANG Ning, LI Xu, CHU Zhao-fei, LIU Bao-guo. Optimum values of partial factors in stability analysis of soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(9): 1695-1704. DOI: 10.11779/CJGE201609017
    [3]DONG Xin-ping. Benchmark analysis of segment joint model for segmented tunnel lining in ultimate limit state[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1178-1182.
    [4]CHANG Xiaolin, HUANG Dongjun, JIANG Chunyan, CAO Quxiu. Researches on expression and partial coefficients of anti-sliding stability of gravity dams[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1219-1223.
    [5]ZHAO Chunfeng, LU Longbin, XU Chao, GAO Dazhao. Study on partial factor of vertical bearing capacity of precast pile[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 154-156.
    [6]YANG Mingcheng, ZHEN Yingren. Local minimum factor-of-safety method based on limit equilibrium theory[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 600-604.
    [7]ZHU Cunhong. Computation of earth pressure on large diameter cylinder under service ultimate state[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 313-318.
    [8]LUO Rui, HUANG Xiaoming. Calculation on the stress intensity factor for the bottom crack of asphalt layer in asphalt pavement considering partial constraint by weight function[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 610-613.
    [9]Gao Dazhao. Stadardization of Foundation Engineering and Probabilistic Limit State Design Approach[J]. Chinese Journal of Geotechnical Engineering, 1993, 15(4): 8-14.
    [10]Hong Yukang, Chen Shiheng, Zai Jinzhang. Partial Safety Factors of Single Pile Capacity[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(1): 52-66.

Catalog

    CHEN Lihong

    • School of Civil Engineering Beijing Jiaotong University Beijing 100044 China

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (2028) PDF downloads (709) Cited by()
    Related
    Website Copyright © 2010 Nanjing Hydraulic Research Institute 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