Dynamic Computational Analysis of Openings in Jointed Rock
Publication: Journal of Geotechnical Engineering
Volume 109, Issue 12
Abstract
Procedures for the transient analysis of openings in jointed rock are developed and applied to several problems. The rock masses are modeled by rigid blocks with edge‐to‐edge interaction at joints and are coupled to sur rounding finite elements for transmission of waves to the opening. Studies of the dynamic response of caverns show that failing blocks slide intermittently and displace the most when shear wave lengths are about twice the cavern height.
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Published In
Journal of Geotechnical Engineering
Volume 109 • Issue 12 • December 1983
Pages: 1551 - 1566
Copyright
Copyright © 1983 ASCE.
History
Published online: Dec 1, 1983
Published in print: Dec 1983
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