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双江口水电站复杂坝基初始渗流场反分析
引用本文:毛新莹,潘少华,白正雄.双江口水电站复杂坝基初始渗流场反分析[J].岩土力学,2008,29(Z1):135-139.
作者姓名:毛新莹  潘少华  白正雄
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,武汉 430072
摘    要:采用正交试验方案和ν-SVR相结合的直接法来解决复杂坝基的初始渗流场反分析问题。通过安排正交数值试验,获取初始渗流场全面的信息,并用ν-SVR向正交试验的样本学习测孔水位和各参数之间的关系,从而建立各参数和测孔水位之间隐式表达式,用此表达式代替正算程序,经过优化最终获得最优初始渗流场。经过工程实例验证,该方法能适应非线性复杂岩土问题且具有高效性。

关 键 词:渗流反分析  正交设计  &nu  -SVR  
收稿时间:2008-07-25

Back analysis of initial seepage field of complex dam foundation at Shuangjiangkou Hydropower Station
MAO Xin-ying,PAN Shao-hua,BAI Zheng-xiong.Back analysis of initial seepage field of complex dam foundation at Shuangjiangkou Hydropower Station[J].Rock and Soil Mechanics,2008,29(Z1):135-139.
Authors:MAO Xin-ying  PAN Shao-hua  BAI Zheng-xiong
Institution:State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
Abstract:The problem of back analysis of initial seepage field is solved by direct method based on orthogonal test and ν-SVR. By orthogonal test, the general information of initial seepage field is obtained; ν-SVR is used to study the relationship between water level and parameters; the connotative expression between them is established and used to substitute for FEM program; finally, optimal initial seepage field is obtained. Through engineering example study it, is proved that the method is efficient and suitable for solving nonlinear complicated problems of rock and soil.
Keywords:back analysis of seepage  orthogonal design  ν-SVR  
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