摘要
该文对倾斜基岩上嵌岩桩基础的稳定性计算方法进行了探讨。针对不同的破坏模式,提出了不同的简化计算方法,并采用有限元法进行了模拟校核。该文提出的简化计算方法,以期用于分析下伏倾斜基岩地区嵌岩桩基础的稳定性。
Calculation method of stability is discussed for rock-socked pile foundation in inclined rock region.Aimed at the different failure mode,different simplified calculations methods are proposed,and then the finite element method is used to check and verify.The simplified calculation method can be used to analyze the stability of rock-socked pile foundation in underlying inclined bedrock region.
出处
《勘察科学技术》
2010年第4期14-19,共6页
Site Investigation Science and Technology
关键词
倾斜岩石
嵌岩桩
稳定性计算方法
inclined rock
rock-socked pile
calculation method of stability
