在预应力锚索锚固段界面力学特性试验的基础上，研究锚固体界面在荷载作用下的变形规律及失效条件。
Based on the test of interfacial mechanics of prestressed anchorage segment, the interfacial deformation laws and the failure conditions under different loads are studied.
对各种分析方法的内涵和适用场合进行了详细的分析，并对关联度分析中容易引起的失效条件和解决方法进行了研究。
It analysis the connotation and the suitable condition of every method, and discusses the failure condition and the solution of relational analysis.
通过建立在条件概率基础上的体系可靠度公式，找出拱坝的最大可能失效模式与相应的可靠度。
Finally the possible failure mode and the corresponding reliability of the dam are obtained by the system reliability formula from the conditional probabilistic theory.
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