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The research on dynamic rheological mechanical response and rheological dynamic model of geological disaster of soft rock-soil
Hu, Hua ; Gu, Hengxing ; Yu, Dengrong ; Hu H(胡华)
2008
英文摘要Conference Name:2nd International Conference for Disaster Mitigation and Rehabilitation. Conference Address: Nanjing, PEOPLES R CHINA. Time:MAY 30-JUN 02, 2008.; The practice and theoretic analysis indicate that the dynamic loading(such as earthquake, tsunami, raging billow, vibration)are the important factor and mainly power of inducing geological disaster of soft rock-soil. The objective factors (such as climate and weather, Geotechnical Engineering and geological terms, landform and physiognomy, the disturbness of building project) and inducing power of bursting out geological disaster in our country are analyzed and summarized. The research countermeasure of theological dynamics of geological disaster of soft rock-soil is put forward, the research clue and potential application are discussed. The theological mechanics response and theological parameters of soft rock-soil are tested and analyzed under dynamic loading, the viscoelastic-plasticity theological dynamic model is established, and new theological equation is deduced. The research results settle better foundation for us to research deeply critical mechanics terms of bursting out geological disaster and dynamic key indexes of forecast geological disaster. All these have important theory and actual signification for us to reveal the theological dynamic mechanism of bursting out Geotechnical Engineering and geological disaster under dynamic loading, perfect the monitoring theory of disaster, improve the science and veracity of forecasting.
语种英语
出处http://dx.doi.org/10.1007/978-3-540-79846-0_38
出版者SCIENCE PRESS BEIJING
内容类型其他
源URL[http://dspace.xmu.edu.cn/handle/2288/85493]  
专题建筑土木-会议论文
推荐引用方式
GB/T 7714
Hu, Hua,Gu, Hengxing,Yu, Dengrong,et al. The research on dynamic rheological mechanical response and rheological dynamic model of geological disaster of soft rock-soil. 2008-01-01.
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