Insights into ground shock in jointed rocks and the response of structures there-in

• Published in: International journal of rock mechanics and mining sciences (Oxford, England : 1997) Vol. 44; no. 5; pp. 647 - 676
• Main Authors: Heuze, F.E., Morris, J.P.
• Format: Journal Article
• Language: English
• Published: Oxford Elsevier Ltd 01.07.2007; Elsevier Science
• Subjects: Applied sciences; Building structure; Buildings. Public works; Construction (buildings and works); Dynamic loading of underground structures; Exact sciences and technology; Geotechnics; Ground shock propagation; Jointed rock masses; Soil investigations. Testing; Soil mechanics. Rocks mechanics; Three-dimensional discrete element simulations; Underground structure; Three-dimensional discrete element simulations; Ground shock propagation; Jointed rock masses; Dynamic loading of underground structures; Rock mechanics; Stability; Discrete element method; Blasting operation; Experimental study; Rock mass; Shock wave; Three dimensional model; Wave propagation; Failure analysis; Underground construction; Jointed rock; Numerical simulation; Dynamic load; Tunnels
• ISSN: 1365-1609; 1873-4545
• DOI: 10.1016/j.ijrmms.2006.09.011

Ground shock in rock masses is created by dynamic events such as rock-bursts, coal bumps or man-made explosions. This article examines two aspects of the phenomenology: the propagation of ground shock, and its effects on underground structures. Numerous experiments, at all scales, as well as numerical modeling clearly show that geologic discontinuities have a large influence on ground shock propagation through their actions as wave-guides or as decoupling features. Three-dimensional discrete element (DE) numerical models provide additional insights into the dynamic response of underground structures as influenced by joint orientation, joint spacing, characteristics of the loading pulse (duration, peak velocity, peak displacement), and repeated loadings. It is also shown that in hard rocks the deformability of rock blocks has a negligible influence on tunnel dynamic structural response compared to that of the joint sets or bedding. When viewed together with pictures of underground failures, the 3-D DE models are shown to capture quite well the kinematics of jointed rocks, and their power is illustrated through a very large simulation of an underground facility under dynamic loading.