本文论述山区新填土边坡采用护坡桩与水平桥架组合基础的设计原理，并以工程实例说明其应用。
This paper deals with the design principles of comosite foundations of revetment pile and horizontal truss for embankment of soil slope in mountain area.
然后在此基础上对接口自动机理论进行了完善，并研究了该理论在软件体系结构的组合分析与验证中的应用。
Secondly, some correction and enhancement are made to the theory of interface automata, and then the revised theory is applied to the compositional analysis and verification of software architectures.
在此基础上，通过对核心技术的组合应用与实证分析，提出相应决策建议。
On this basis, applies the composition of the core techniques with a case study conducted and offers the corresponding Suggestions.
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