IMECH-IR  > 力学所知识产出(1956-2008)
考虑应变梯度效应的饱和孔隙介质的稳定性分析
鲁晓兵
Source Publication新世纪岩石力学与工程的开拓和发展——中国岩石力学与工程学会第六次学术大会论文集
2000
Pages232-234
Conference Name第六次全国岩石力学与工程学术大会
Conference Date2000-10-1
Conference Place中国湖北武汉
Abstract用小扰动方法对考虑应变梯度效应的饱和孔隙介质的稳定性进行了理论分析。分析表明,饱和孔隙介质存在两种失稳模式,一种与应变软化有关;一种与孔压软化和应变硬化的相互作用有关。同时,分析说明,应变梯度有促进材料失稳的效应。最后给出了一个临界应变。
Keyword饱和砂土 剪切 失稳
Department力学所
Language中文
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/48121
Collection力学所知识产出(1956-2008)
Recommended Citation
GB/T 7714
鲁晓兵. 考虑应变梯度效应的饱和孔隙介质的稳定性分析[C]新世纪岩石力学与工程的开拓和发展——中国岩石力学与工程学会第六次学术大会论文集,2000:232-234.
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