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结合某工程实例，研究了建筑在土质地基上的水闸边墩结构的优化设计方法．先以传统的设计方法获得结构初始方案，在此基础上以闸墩混凝土方量为目标函数，以抗滑稳定安全系数和基础承载力为约束条件进行优化设计，并应用可靠度理论对闸墩优化方案的稳定性进行了可靠性校核
Combined with an engineering example, the optimal design method of sluice side piers constructed on soil foundation is studied. Firstly, the initial design of the structure is obtained by the traditional design method. On the basis of this, the concrete square of the pier is taken as the objective function, and the stability and safety factor and the basic bearing capacity are used as the constraints to optimize the design. The reliability theory is applied to the pier Optimization of the stability of the program conducted a reliability check