运用最优化理论，建立了考虑承载力和沉降量两个控制条件的组合桩复合地基的最优设计模型。
Optimum design model about composite foundation of composite piles is constructed which is under the dual control of bearing capacity and displacement by applying optimization theory.
在论文中将对模型进行了参数分析和验证，在此基础上对普通复合地基和组合桩复合地基的性状和沉降计算进行了进一步的分析和实例验证。
In this paper, based analysis and verifacation of model and factor, analysis and verifacation of behavior and settlement calculation of composite foundation was accomplished.
本文通过试验与工程实践，介绍采用碎（砂）石桩及低强度混凝土桩组合构成复合地基的试验成果、计算方法及应用检测成果。
This paper introduces the test results and calculative method by using the composite foundation of sand-stone pile and concrete pile with low strength.
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