水力发电2018，Vol.44Issue(5)：36-39,4.
基于监测资料的岸坡多层土体力学参数反演
Inversion Analysis of Bank Slope Geo-mechanic Parameters Based on Monitoring Data
摘要
Abstract
The displacement of bank slope is analyzed by finite element analysis software ANSYS.The displacement values of soils and the elastic modulus of corresponding soil layers are taken as the input layer and the output layer of neural network respectively.The simultaneous inversion method and the hierarchical iterative inversion method are used to carry out the inversion of elastic modulus respectively.In order to verify the accuracy of inversion results,the elastic modulus obtained by two inversion methods are analyzed by using finite element analysis.The results show that the errors between calculated displacement and measured displacement of two methods are all smaller,and the elastic modulus simulation results obtained by hierarchical iterative inversion method are better fitted with the measured displacement series.关键词
岸坡工程/神经网络/有限元分析/位移场/弹性模量Key words
bank slope engineering/neural network/finite element analysis/displacement field/elastic modulus分类
建筑与水利引用本文复制引用
刘学德,黄铭..基于监测资料的岸坡多层土体力学参数反演[J].水力发电,2018,44(5):36-39,4.基金项目
安徽省科技攻关计划项目(1604a0802106) （1604a0802106）
水利部公益性行业专项经费资助项目(201401063-02) （201401063-02）
三峡库区地质灾害教育部重点实验室(三峡大学)开放研究基金(2015KDZ03) （三峡大学）
