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Pilot studies on two dimensional wave propagation in rock masses 被引量:1

Pilot studies on two dimensional wave propagation in rock masses
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摘要 Pilot studies on two dimensional(2-D) wave propagation through single joint or multiple parallel joints were comprehensively conducted, using a suitable data processing method. The possible factors influencing the transmission ratio in 2-D wave propagation under certain circumstances in rock masses were studied. It is found that in the process of 2-D wave propagation, for any radial line, the amount, the stiffness and the spacing of the joints influence the transmission ratio; by contrast, the transmission ratio at any point is independent of the radial distance from the center of wave source. It is also found that the transmission ratio for every grid-point along a single circle can present the transmission ratio for every grid-point after a certain quantity of joints. For the special radian direction(normal to the joints), it is concluded that the transmission ratio is dominated by the normal stiffness; while the influence of shear stiffness is negligible. The radius of the tunnel or borehole for the source wave does not affect the transmission ratio in 2-D wave propagation. Pilot studies on two dimensional(2-D) wave propagation through single joint or multiple parallel joints were comprehensively conducted, using a suitable data processing method. The possible factors influencing the transmission ratio in 2-D wave propagation under certain circumstances in rock masses were studied. It is found that in the process of 2-D wave propagation, for any radial line, the amount, the stiffness and the spacing of the joints influence the transmission ratio; by contrast, the transmission ratio at any point is independent of the radial distance from the center of wave source. It is also found that the transmission ratio for every grid-point along a single circle can present the transmission ratio for every grid-point after a certain quantity of joints. For the special radian direction(normal to the joints), it is concluded that the transmission ratio is dominated by the normal stiffness ; while the influence of shear stiffness is negligible. The radius of the tunnel or borehole for the source wave does not affect the transmission ratio in 2-D wave propagation.
出处 《中国有色金属学会会刊:英文版》 EI CSCD 2005年第4期949-955,共7页 Transactions of Nonferrous Metals Society of China
基金 Project(2002CB412703) supported by the National Basic Research Programof China
关键词 矿山 岩石力学 引航理论 二维波传播 2-D wave transmission ratio stiffness of joint wave propagation pilot study
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  • 1Rosengren L. Preliminary analysis of the dynamic interaction between Norra Lanken and a subway tunnel for Stockholm, Sweden [J]. Tunneling and Underground Space Technology, 1993, 8 (4) : 429-439.
  • 2Shen B, Barton N. The disturbed zone around tunnels in jointed rock masses[J]. Int. J. Rock Mech. Min.Sci. 1997,:34(1):117-125.
  • 3Chen S G, Cai J G, Zhao J, et al. Distrcrete element modeling of an underground explosion in jointed rock mass [J]. Geotechnical and Geological Engineering,2000,18:59-78.
  • 4Itasca Consulting Group, Inc UDEC manual, 1996.
  • 5Lemos J V. A distinct element model for dynamic analysis of jointed rock with application to dam foundation and fault motion [D]. University of Minnesota, Minneapolis, USA, 1987.
  • 6Hart R D. An introduction to distinct element modeling for rock engineering [A]. Hudson J A.Comprehensive Rock Mechanics[C]. 1993,245-261.
  • 7Cundall P A. Numerical modeling of jointed and faulted rock[A]. Rossmanith. Mechanics of Jointed and Faulted Rock[C]. 1995,755-761.
  • 8Lee C B. Fracturing characteristics of Bukit Timah granite [D]. Nanyang Technological University,Singapore, 2002.

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