Modeling Deformation Wave in Rock Mass near Deep-Level Tunnel


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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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