Study on Viscoelastic Numerical Manifold Method for Simulating the Creep of Rock Mass | |
Chen, Quan; Liu, Jian | |
刊名 | DISASTER ADVANCES
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2013 | |
卷号 | 6页码:249-255 |
关键词 | Numerical Manifold Method creep viscoelastic |
ISSN号 | 0974-262X |
英文摘要 | Creep is one of the most important factors, which result in failure of surrounding rock in underground rock engineering. And the numerical computation method is the main way to predict the influence of creep on rock mass. NMM (Numerical Manifold Method) is a method which has obvious advantages at simulating the deformation of jointed rock mass. And it has much more freedom on the choice of displacement trial function, compared with other numerical computation methods. At present, it has already been applied to geotechnical engineering, however, in creep deformation analysis, it has not been used.. A pilot research on viscoelastic Numerical Manifold Method is presented in this paper, by introducing the "time step - initial strain" method into both low-order and high-order NMM The proposed method can simulate the viscoelastic creep deformation of modified Kelvin mode. Research in this paper extends the usage scope of NMM, and it provides a new way to predict disasters which are caused by creep of jointed rock mass. |
WOS研究方向 | Geology ; Meteorology & Atmospheric Sciences ; Water Resources |
语种 | 英语 |
出版者 | DISASTER ADVANCES |
WOS记录号 | WOS:000317246200032 |
内容类型 | 期刊论文 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/3429] ![]() |
专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
作者单位 | Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn |
推荐引用方式 GB/T 7714 | Chen, Quan,Liu, Jian. Study on Viscoelastic Numerical Manifold Method for Simulating the Creep of Rock Mass[J]. DISASTER ADVANCES,2013,6:249-255. |
APA | Chen, Quan,&Liu, Jian.(2013).Study on Viscoelastic Numerical Manifold Method for Simulating the Creep of Rock Mass.DISASTER ADVANCES,6,249-255. |
MLA | Chen, Quan,et al."Study on Viscoelastic Numerical Manifold Method for Simulating the Creep of Rock Mass".DISASTER ADVANCES 6(2013):249-255. |
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