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Back analysis of supporting load ofsubway tunnel based on particle swarm optimization algorithm

FU Zhifeng1,2,SUN Jinshan2,ZUO Changqun2,CHEN Jianping2(1.Department of Construction,Wuhan Metro Group Company,Wuhan 430070,China;2.Engineering Research Center of Rock-Soil Drilling and Excavation and Protection,Ministry of Education,China University of Geosciences(Wuhan),Wuhan 430074,China)  
In view of the safety problems of supporting structure during subway tunnel construction period,combining the underground structural monitoring and displacement back analysis technologies,we discussed the back analysis of supporting structure load of subway.The basic information and load function adapted to the back analysis of supporting structure load of subway tunnel are studied,and the particle swarm optimization algorithm is applied in the displacement back analysis of supporting structure load.The example shows that the calculation by integrating particle swarm optimization algorithm with finite element method will increase the efficiency of back analysis of support load.This method will provide a reference for informationization design and construction of subway tunnel.
【Fund】: 中国地质大学(武汉)优秀青年教师基金(CUGL090218、CUGL090212)
【CateGory Index】: U451
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