参考文献/References:
[1] Buhan P D,Culvillier L,Dormieux L,et a1.Face stability of shallow circular tunnels driven under the water table:a numerical analysis [J].International Journal for Numerical and Analytical Methods in Geomechanics,1999,23(1):79-95.
[2] Lee I M,Nam S W.The study of seepage forces acting on the tunnel lining and tunnel face in shallow tunnels [J].Tunneling and Underground Space Technology,2001,16(1):31-40.
[3] Kasper T,Meschke G.A numerical study of the effect of soil and grout material properties and cover depth in shield tunneling[J].Computers and Geotechnics,2006,33(4):234-247.
[4] 吉小明,王宇会.隧道开挖问题的水力耦合计算分析 [J].地下空间与工程学报,2005,1(6):848-852.
Ji Xiaoming,Wang Yuhui.Hydromechanical coupling analysis of tunnel excavation process[J].Chinese Journal of Underground Space and Engineering,2005,1(6):848-852.(in Chinese)
[5] 李建波,陈健云,李静.渗流场对地铁隧道沉降与受力影响的流固耦合分析 [J].防灾减灾工程学报,2008,28(4):441-446.
Li Jianbo,Chen Jianyun,Li Jin.Coupled fluid-mechanical analysis of settlement and stability of subway tunnel [J].Journal of Disaster Prevention and Mitigation Engineering, 2008,28(4):441-446.(in Chinese)
[6] 许玉景,孙克俐,黄福才.ANSYS软件在土坝渗流稳定计算中的应用 [J].水力发电,2003,29(4):69-71.
Xu Yujing,Sun Keli,Huang Fucai.Application of ANSYS in the earth dam seepage flow stability computation [J].Journal of Hydroelectric Engineering,2003,29(4):69-71.(in Chinese)
[7] 蒙富强.基于ANSYS的土石坝稳定渗流的数值模拟 [D].大连:大连理工大学土木水利学院,2005.
[8] 李耀柱,林钢.基于ANSYS温度场模拟的均质土坝稳定渗流数值计算[J].水运工程,2009,424(2):48-51.
Li Yaozhu,Lin Gang.Computation of stable seepage flow of the homogeneous earth dam based on the ANSYS function of temperature field analysis [J].Port and Waterway Engineering,2009,424(2):48-51.(in Chinese)