Abstract：The lining of the tunnel is composed of segments，whereby the strength and thickness of segments is of significance to the safety of the tunnel. The effects of soil properties，buried depth of tunnel and other factors on the loading characteristics of tunnel lining are studied and finite element analysis is carried out. It is recommended from the analysis that the tunnel lining should be designed with reasonable and adequate thickness and strength.
何泰源 陳卓然 陳福勝. 土層性質對潛盾隧道襯砌環片設計之影響[J]. 岩石力学与工程学报, 2004, 23(S2): 4802-4809.
Ho T Y，Chen J J，Chen F S. EFFECTS OF SOIL PROPERTIES ON LINING DESIGN OF SHIELD TUNNEL. , 2004, 23(S2): 4802-4809.
8Power M，Rosidi D，Kaneshiro J. Screening，evaluation and retrofit design of tunnels[A]. In：Report Draft，National Centre for Earthquake Engineering Research[C]. New York.：[s. n.]，1996，212～215
2004, Vol. 23 
