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基于遗传算法与有限元联合反演法的岩体初始应力场反演分析
引用本文:周华,郑红焕.基于遗传算法与有限元联合反演法的岩体初始应力场反演分析[J].四川大学学报(自然科学版),2009,46(1):132-136.
作者姓名:周华  郑红焕
作者单位:武汉大学水资源与水电工程科学国家重点实验室;二滩国际工程咨询有限责任公司
摘    要:针对传统线性优化反演方法中的不足,采用遗传算法与有限元联合反演法,将有限元计算作为一个单独模块嵌入遗传算法程序中,对非线性岩体初始应力场进行了求解.同时,结合西南地区某水电站坝址区给出了用该方法反演出的初始地应力场计算结果,通过地应力测点计算值和实测值的对比分析,其吻合程度较好,表明此方法是可行的,对类似工程具有参考意义.

关 键 词:高拱坝  初始地应力场  反演分析  遗传算法  有限单元法

Back analysis of initial stress field of rock mass based on the methodology
ZHOU Hua and ZHENG Hong-Huan.Back analysis of initial stress field of rock mass based on the methodology[J].Journal of Sichuan University (Natural Science Edition),2009,46(1):132-136.
Authors:ZHOU Hua and ZHENG Hong-Huan
Abstract:Firstly, aiming at the deficiency of traditional linear optimization methods for back analysis, an improved methodology combining genetic algorithm with finite element method is adopted, in which the finite element analysis is embedded in genetic algorithm as a single module and initial geostress field of rock mass is got by nonlinear solution. And then this methodology is applied to the back analysis in dam site zone of a certain hydropower station in the southwest of China. It is shown that the calculated results are in good agreement with the measured ones. The results have also demonstrated that the methodology in this study is feasible and it is of great reference significance to similar projects.
Keywords:high arch dam  initial geostress field  back analysis  genetic algorithm  finite element method
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