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https://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) |
Editor: | Zhao, J. Li, J. |
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 |
DOI: | 10.1201/b14916-58 |
Description (link): | http://www.rocdyn.org/index.htm http://www.rocdyn.org/files/RocDyn%20Final%20Program.pdf |
Published version: | http://dx.doi.org/10.1201/b14916-58 |
Appears in Collections: | Aurora harvest 4 Civil and Environmental Engineering publications |
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