电邮这篇文章 Modeling Deformation Wave in Rock Mass near Deep-Level Tunnel
- 作者: Qi C.1, Chen H.2, Chanyshev A.3,4, Qi J.1, Wu W.5
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隶属关系:
- Beijing University of Civil Engineering and Architecture
- Defense Engineering Institute
- Novosibirsk State University of Economics and Management
- Chinakal Institute of Mining, Siberian Branch
- University of Natural Resources and Life Sciences
- 期: 卷 53, 编号 6 (2017)
- 页面: 1025-1036
- 栏目: Geomechanics
- URL: https://journals.rcsi.science/1062-7391/article/view/184409
- DOI: https://doi.org/10.1134/S1062739117063090
- ID: 184409
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详细
In this paper deformation wave is studied on the basis of continuous phase transition theory. Relative shear strain is taken as an order parameter. The potential energy is obtained by analogy with the Ginzburg–Landau expansion of free energy. Hamilton’s variational principle is used to obtain the motion equation by which several types of deformation waves can be modeled. The results show that the proposed model is effective in modeling deformation waves.
作者简介
C. Qi
Beijing University of Civil Engineering and Architecture
编辑信件的主要联系方式.
Email: qichengzhi65@163.com
中国, Beijing, 100044
H. Chen
Defense Engineering Institute
Email: qichengzhi65@163.com
中国, Nanjing, 210007
A. Chanyshev
Novosibirsk State University of Economics and Management; Chinakal Institute of Mining, Siberian Branch
Email: qichengzhi65@163.com
俄罗斯联邦, Novosibirsk, 630099; Novosibirsk, 630091
J. Qi
Beijing University of Civil Engineering and Architecture
Email: qichengzhi65@163.com
中国, Beijing, 100044
W. Wu
University of Natural Resources and Life Sciences
Email: qichengzhi65@163.com
奥地利, Vienna
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