|本期目录/Table of Contents|

[1]李元松,夏进,余顺新,等.中欧规范关于基桩承载力确定方法的比较[J].武汉工程大学学报,2012,(2):44-49.
　LI Yuan\|song,XIA Jin,YU Shun\|xin,et al.Comparing methods of determining foundation pile bearing capacity in EN1997-1 with those in Chinese Geotechnical Design Code[J].Journal of Wuhan Institute of Technology,2012,(2):44-49.
点击复制

中欧规范关于基桩承载力确定方法的比较(/HTML)
分享到：

《武汉工程大学学报》[ISSN:1674-2869/CN:42-1779/TQ]

卷:
期数:
2012年2期
页码:
44-49
栏目:
资源与土木工程
出版日期:
2012-03-10

文章信息/Info

Title:

Comparing methods of determining foundation pile bearing capacity
in EN1997-1 with those in Chinese Geotechnical Design Code
文章编号:
16742869(2012)2004406
作者:
李元松1; 夏进1; 余顺新2; 邓涛2
1．武汉工程大学环境与城市建设学院，湖北 武汉 430074；
      2．中交第二公路勘察设计研究院有限公司，湖北 武汉 430056
Author(s):
LI Yuan\|song1; XIA Jin1; YU Shun\|xin2; DENG Tao2
1 School of Environmental and Civil Engineering, Wuhan Institute of Technology, Wuhan 430074, China；
2 China Communication Construction Company Second Highway Consultants CoLtd，Wuhan 430056, China
关键词:
中欧规范; 岩土工程; 基桩承载力; 对比分析
Keywords:
 ; China\|Eurocode;  geotechnical;  foundation pile bearing capacity;  comparing analysis
分类号:
TU 443
DOI:
-
文献标志码:
AAdoi:103969/jissn1674286920122011
摘要:
介绍欧洲岩土工程设计规范的设计原理包括作用、效应、抗力与极限状态验算不等式，分析3种设计方法用于桩基设计分项系数的取值特点.以《建筑桩基技术规范》为例对比分析中欧岩土工程设计规范基桩承载力确定方法的异同点.3个实例表明欧洲规范确定基桩承载力与国内规范确定基桩承载力平均相差25 %,国内规范更为保守.
Abstract:
The basic principle of the European geotechnical engineering design code, including the action, effect, resistance and limit state calculation inequality was introduced. The characteristics taking value of partial factors of three design approachs for pile foundation design were analyzed. Taking “Technical code for building pile foundations” as an example, the similarities and differences in determining pile bearing capacity of the China\|Euro geotechnical design code were compared and analyzed. Study of three work examples illustrates the relative errors upto 25% among three kinds of design approaches of European standard and those of domestic design code. Domestic design code is more conservative.

参考文献/References:

［1］European Committee for Standardization EN1990:2002  Eurocode:Basis of Structural Design［S］. London: BSI,2002.
［2］European Committee for Standardization.BS EN 1997-1:2004. Eurocod 7:Geotechnical Design-Part1:General rules［S］. London: BSI,2004.
［3］European Committee for Standardization.BS EN 1997-2:2007. Eurocode7:Geotechnical Design-Part2:Ground investigation and testing［S］. London: BSI, 2007.
［4］Frank R, Bauduin C, Driscoll R,et al. Designers’Guide to EN1997-1:Eurocode7 Geotechnical design and General rules［M］. London :Thomas Telford Ltd, 2004.
［5］Andrew Bond，Andrew Harris. Decoding Eurocode7［M］. Taylor&Francis 2 Park Square,Milton Park,Abingdon,Oxon OX 14 4RN,2008.
［6］陈立宏.欧洲岩土工程设计规范Eurocode简介［J］.岩土工程学报,2009（1）:135-138.
［7］ORR TLL. Progress toward harmonized geotechnical design in Europe［J］.Geotechnical Special Publication,2006,153:59-66.
［8］王桂林,王靖,王韵斌,等.Eurocode7直接法中极限状态三种分项系数组合的选择［J］.建筑结构,2011(3):84-87.

相似文献/References:

备注/Memo

备注/Memo:
-
更新日期/Last Update: