摘要
微型组合桩治理滑坡处于尝试阶段。结合滑坡治理工程实例,运用ANSYS软件模拟桩距、锚固深度的变化对桩土共同作用的影响,得出了微型桩结构的抗滑规律,为设计提供参考。
The treatment of landslide with micro composite pile is under trial. Combined with engineering practice of landslide treatment, this paper simulates the influence of the changes of pile space and anchoring depth against pile soil interaction with ANSYS software and obtains the rule of slide-resistance of micro pile structure to provide reference for design.
出处
《路基工程》
2010年第2期88-90,共3页
Subgrade Engineering
基金
盐城工学院研究生科研启动基金项目(XKY2009050)
关键词
微型组合桩
ANSYS
桩土作用
数值分析
micro composite pile
ANSYS
pile soil interaction
numerical analysis
