Stability of openings in jointed rock

The slide line approach is combined with the finite element method to represent the action of a removable block on a lined tunnel. The present paper examines the strength and ductility required of the tunnel liner to resist the forces imposed by a block when the surrounding rock mass is subjected to...

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Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics 1991-06, Vol.15 (6), p.433-442
Hauptverfasser:	Vaughan, David K., Isenberg, J.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Tunnels, galleries
Online-Zugang:	Volltext
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