摘要
在DX桩现场测试、有限元计算和理论分析的基础上 ,分析了DX桩的变形破坏机理 ,提出了DX桩的单桩极限承载力经验公式 ,结合工程试桩资料 ,分析了所提观点的合理性。
Based on the experimental evidence,FEM and the fundamental principles of mechanics, the deformation theory and the emperical formula of the bearing capacity of single DX pile are presented. Comparison with limited experiment data indicates that the theories give a close agreement with the test.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2000年第5期581-585,共5页
Chinese Journal of Geotechnical Engineering
关键词
DX桩
破坏机理
单桩承载力
支力盘端阻力
DX pile, mechanics of deformation, bearing capacity of single pile, end capacity of disk