Simulation of Construction Method And Analysis With Finite Element On Sole-hole Double Deck Tunnel

摘要：

2D elasto-plastic finite element method was adopted to analyze the forced state of the surrounding rock and the tunnel lining in every step of the construction project for Fulongping double-decked tunnel. In the analysis,Mohr-Coulombs yield criterion was employed incoporating associated flow law to account for the elasto-plastic characteristics of materials. The tangent stiffness method was adopted to solve the equation of equilibrium, and the stresses which exceeded yielded point were adjusted.

关键词： finite element analysis double-decked tunnel elasto-plastic comtruction method

作者: Zelin Niu Zhanping Song

作者单位: School of Civil Engineering,Xian University of Achitecture and Technology Shaanxi, P. R.China

会议类型: 国际会议

会议名称: 2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

会议地点: 三峡

会议语种:英文

页码: 1831-1834

在线出版日期: 2012-05-18（万方平台首次上网日期，不代表论文的发表时间）