Parametric Study of Rockbolt Shear Behaviour by Double Shear Test

Author:

Li L.,Hagan P. C.,Saydam S.,Hebblewhite B.,Li Y.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference23 articles.

1. ANSYS IP (2010) Lecture 5 Rate independent plasticity-ANSYS mechanical structural nonlinearities

2. Badelow F, Best R, Bertuzzi R, Maconochie D (2005) Modelling of defect and rock bolt behaviour in geotechnical numerical analysis for Lan Cove Tunnel. In: Proceedings the mini-symposium: geotechnical aspects of tunnelling for infrastructure projects, Sydney Chapter, Australia, Sydney. Australian Geomechanics Society

3. Chen Y (2014) Experimental study and stress analysis of rock bolt anchorage performance. J Rock Mech Geotech Eng 6(5):428–437

4. Dight PM (1982) A case study of the behaviour of a rock slope reinforced with fully grouted rock bolts. In: Proceedings international symposium on rock bolting, Balkema, Rotterdam, pp 523–538

5. Egger P, Pellet F (1991) Strength and deformation properties of reinforced jointed media under true triaxial conditions. In: Proceedings 7th ISRM congress, Aachen, Germany. International Society for Rock Mechanics: ISRM

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