Undrained stability of wide rectangular tunnels

作者:Abbo Andrew J*; Wilson Daniel W; Sloan Scott W; Lyamin Andrei V
来源:Computers and Geotechnics, 2013, 53: 46-59.
DOI:10.1016/j.compgeo.2013.04.005

摘要

Upper bound rigid block methods and finite element limit analysis are applied to investigate the undrained stability of rectangular tunnels. Solutions for a range of soil properties and tunnel geometries are obtained for situations in which the tunnel is wider than it is high. The upper and lower solutions for tunnel stability, which accurately bracket the true collapse load, are summarised in a series of stability charts for use in tunnel design.

  • 出版日期2013-9