Usually, the pulling resistant pile and anchor was used.
经常采用的措施是使用抗拔桩或抗拔锚杆。
Therefore, it is feasible to simulate the force state of slide-resistant pile with finite element software ANSYS.
因此，用ANSYS有限元软件模拟抗滑桩的受力状态是可行的。
Currently, the domestic routine calculation methods for slide-resistant pile have their shortcomings to a certain extent.
目前国内抗滑桩的常规计算方法均存在一定的局限性。
The conclusions are useful for the further using of PHC pile as resistant extraction pile in engineering.
所得结论将为PHC管桩作为抗拔桩在工程中的应用提供有益的参考依据。
These numerical results and findings will offer instructive guideline for earthquake-resistant analysis and engineering design of the pile-supported structures in practice.
研究表明，两种方法所得计算结果是基本一致的，从而，为桩基结构的抗震分析与工程设计提供了参考依据。
These numerical results and findings will offer instructive guideline for earthquake-resistant analysis and engineering design of the pile-supported structures in practice.
研究表明，两种方法所得计算结果是基本一致的，从而，为桩基结构的抗震分析与工程设计提供了参考依据。
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