武汉工程大学学报2012，Vol.34Issue(2)：44-49,6.DOI:10.3969/j.issn.1674-2869.2012.2.011
中欧规范关于基桩承载力确定方法的比较
Comparing methods of determining foundation pile bearing capacity in EN1997 - 1 with those in Chinese Geotechnical Design Code
摘要
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.关键词
中欧规范/岩土工程/基桩承载力/对比分析Key words
China-Eurocode/ geotechnical/ foundation pile bearing capacity/ comparing analysis分类
建筑与水利引用本文复制引用
李元松,夏进,余顺新,邓涛..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,2012,34(2):44-49,6.基金项目
国家自然科学基金助(51054005) （51054005）
