求翻译：本文一方面将上述完全动力分析法引入到埋入式抗滑桩的设计计算中，另一方面开展了埋入式抗滑桩支护边坡大型振动台试验。通过试验和对实验的数值模拟研究采用埋入式抗滑桩支护的边坡破坏机制、动力响应和桩的抗震性能。对于埋入式桩，主要是研究桩长是否合理，因而本实验中桩的强度很高，桩体不会发生破坏，边坡的破坏主要是越顶破坏，滑面从桩顶通过。试验另一目的是在设桩情况下，通过与无桩情况下比较，确定地震作用下边坡的极限承载力能提高多少。是什么意思？

This article on the one hand the introduction of the above fully dynamic analysis of buried anti-slide pile design calculations, on the other hand to carry out the buried anti-slide pile support slope large shaking table test. Submerged sliding Pile slope failure mechanisms, testing and experimental

This will be the full power analysis to have been buried in the pile of slide-resistant design calculations, on the one hand in the anti-slip laid in piles the support side slope large shaking table tests. Through testing and to experiment with the numerical simulation studies have been buried in th

On the one hand this article above complete power analytic method will introduce buries the type anti-slippery pile in the design calculation, on the other hand developed has buried the type anti-slippery pile supports and protections side slope large-scale shake table experiment.Uses through the ex

While this article above entirely introduces dynamic analysis method to embeded anti-slide pile design and calculation of, on the one hand has submerged large shaking table test of anti-sliding piles supporting slope. Through experimentation and submerged to experimental study on numerical simulatio

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