New rock mechanics developments in China
文献类型:会议论文
作者 | Feng, Xia-Ting |
出版日期 | 2012 |
会议日期 | OCT 17-21, 2011 |
会议地点 | Beijing, PEOPLES R CHINA |
关键词 | Lab tests field measurements back analysis neural network numerical modelling dynamics |
页码 | 71-79 |
英文摘要 | This paper reviews new rock mechanics developments in China in the last ten years. A series of devices for laboratory tests, in situ tests and monitoring have been developed. Also, strength criteria based on energy and for hard rocks, progressive and anisotropic damage models, coupled THM models, new creep models, the vector sum method, reinforcement theory, and a multi-scale and non-linear thermodynamic theory were established. There have been major developments in studying zonal disintegration, rock dynamics, fractals in rock mechanics, rock fracturing process simulation methods, and intelligent rock mechanics methodology. The 3-D limit equilibrium methods, strength reduction method, FEM, BEM, NMM, Meshless method, and DDA were updated. There have been considerable efforts on mechanism understanding through lab and real time field monitoring, prediction and the mitigation of rockbursts. The need for rock engineering projects has largely promoted the development of rock mechanics; and rock mechanics has provided a practical tool to support complicated rock engineering problems. Further development of rock mechanics in China is anticipated and more applications of rock mechanics to rock engineering are expected. |
源文献作者 | Qian, Q ; Zhou, Y |
会议录 | HARMONISING ROCK ENGINEERING AND THE ENVIRONMENT
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会议录出版者 | CRC PRESS-TAYLOR & FRANCIS GROUP |
会议录出版地 | BOCA RATON |
语种 | 英语 |
WOS研究方向 | Engineering |
WOS记录号 | WOS:000392521000006 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/4643] ![]() |
专题 | 岩土力学所知识全产出_会议论文 岩土力学所知识全产出 国家重点实验室知识产出_会议论文 |
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 | Feng, Xia-Ting. New rock mechanics developments in China[C]. 见:. Beijing, PEOPLES R CHINA. OCT 17-21, 2011. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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