Modeling Deformation Wave in Rock Mass near Deep-Level Tunnel
- Авторлар: Qi C.1, Chen H.2, Chanyshev A.3,4, Qi J.1, Wu W.5
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Мекемелер:
- 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
- Шығарылым: Том 53, № 6 (2017)
- Беттер: 1025-1036
- Бөлім: Geomechanics
- URL: https://ogarev-online.ru/1062-7391/article/view/184409
- DOI: https://doi.org/10.1134/S1062739117063090
- ID: 184409
Дәйексөз келтіру
Аннотация
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.
Авторлар туралы
C. Qi
Beijing University of Civil Engineering and Architecture
Хат алмасуға жауапты Автор.
Email: qichengzhi65@163.com
ҚХР, Beijing, 100044
H. Chen
Defense Engineering Institute
Email: qichengzhi65@163.com
ҚХР, Nanjing, 210007
A. Chanyshev
Novosibirsk State University of Economics and Management; Chinakal Institute of Mining, Siberian Branch
Email: qichengzhi65@163.com
Ресей, Novosibirsk, 630099; Novosibirsk, 630091
J. Qi
Beijing University of Civil Engineering and Architecture
Email: qichengzhi65@163.com
ҚХР, Beijing, 100044
W. Wu
University of Natural Resources and Life Sciences
Email: qichengzhi65@163.com
Австрия, Vienna
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