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《Chinese Journal of Underground Space and Engineering》 2013-03
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Structure Stability Analysis of Motianling Shaft Tunnel Based on Parameters back Analysis of Differential Evolution Method

Song ZhanPing1,2,Liu Jing1,Liang Li3,WU HuanTong2,Jiang AnNan4(1.Xi'an University Of Architecture And Technology,Xi'an 710055 China;2.China Railway 13th Bureau Group Co.,LTD.,Tianjin 13033 China;3.Chongqing Vocational College of Architectural Engineering,Chongqing 400039,China;4.Dalian Maritime University,Dalian 116026,China)  
In the tunnel and underground engineering elastic displacement back analysis calculations,it is the current hot point to find out the optimized parameters group that makes minimal error within the possible range of each parameter when the basic unknown parameters are more than three.The paper relying on the tunnel construction of Motianling 1# inclined shaft,monitored surrounding rock displacements of a typical section in construction process and applied a new optimization algorithm(differential evolution algorithm) to obtained the best combination of mechanical parameters of surrounding rock.According to above parameters obtained by differential evolution algorithm,we carried out numerical simulation analysis of the stability of single shell lining of Motianling 1# inclined tunnel by using 3D geotechnical engineering software,which can provide necessary guidance for the construction and design of tunnel.
【Fund】: 西部交通科技项目(200831800030);; “十二五”科技支撑计划(2012BAJ17B01);; 重庆市建设科技计划项目(城科字2011第(2-78)号)
【CateGory Index】: U451
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