Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/82587
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Type: Conference paper
Title: Numerical simulation of multiple fracture zones in underground dynamic loading processes
Author: Tao, M.
Wu, C.
Li, X.
Citation: Rock Dynamics and Applications, State of the Art, Lausanne, Switzerland, 6-8 June 2013/ Zhao & Li (eds.): pp.451-456
Publisher: CRC Press/Balkema
Publisher Place: The Netherlands
Issue Date: 2013
ISBN: 9781138000568
Conference Name: International Conference on Rock Dynamics and Applications (1st : 2013 : Lausanne, Switzerland)
Statement of
Responsibility: 
M. Tao, C. Wu, X.B. Li
Abstract: The excavation fracture responses around cavities in rock mass with initial stress were examined using three dimensional numerical modelling. In addition to the primary fractured zone in near field, numerical modelling generated the second fractured zone in far field, and an elastic non-fractured zone between the two fractured zones, i.e., the fractured zones and the non-fractured zone occur alternately around deep cavity. This finding proved that the zonal disintegration phenomenon can occur in underground excavation process.
Rights: © 2013 Taylor & Francis Group
RMID: 0020128992
DOI: 10.1201/b14916-58
Description (link): http://www.rocdyn.org/index.htm
http://www.rocdyn.org/files/RocDyn%20Final%20Program.pdf
Appears in Collections:Civil and Environmental Engineering publications

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