Finite-element analysis of tunnel face reinforced by longitudinal pipes
暂无分享,去创建一个
[1] E. H. Davis,et al. Theories of plasticity and the failure of soil masses , 1968 .
[2] P. Chambon,et al. Shallow tunnels in cohesionless soil : stability of tunnel face , 1994 .
[3] Christophe Jassionnesse. Contrôle de la déformation du massif renforce par boulonnage au front de taille d'un tunnel : étude d'un cas réel en site urbain : exploitation des mesures et modélisation par une méthode d'homogénéisation , 1998 .
[4] R. N. Taylor,et al. Centrifuge modelling of a spile-reinforced tunnel heading , 1999 .
[5] I. Lee,et al. Soil mechanics: Selected topics; , 1968 .
[6] A. Cividini,et al. Laboratory Model Tests And Numerical Analysis of Shallow Tunnels , 1996 .
[7] J Garnier,et al. Etude experimentale et numerique du renforcement du front de taille par boulonnage dans les tunnels en terrain meuble , 2001 .
[8] Daniele Peila,et al. Study of the influence of sub-horizontal fiber-glass pipes on the stability of a tunnel face , 1996 .
[9] P. W. Rowe. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact , 1962, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[10] Jean Salençon,et al. Calcul à la rupture et analyse limite , 1983 .
[11] Daniel Dias,et al. Extrusion movements of a tunnel head reinforced by finite length bolts—a closed-form solution using homogenization approach , 2000 .
[12] Daniele Peila. A theoretical study of reinforcement influence on the stability of a tunnel face , 1994 .