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Constitutive modelling of soil and rock interacting with interfaces

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发表于 2020-12-28 10:06:44 | 显示全部楼层 |阅读模式
DOI号:
123456
发帖时间:
2020-12-28 09:46
文献网址:
http://apps.webofknowledge.com/full_record.do?product=UA&search_mode=GeneralSearch&qid=1&SID=7DbzsPho3hIXdE3SDeU&page=1&doc=3
备注:
注:(1)这是一篇会议论文,作者是Sulem,J和De Gennaro, V
(2)这篇会议论文出版时间是2002年
(3)会议名称: Workshop on Constitutive and Centrifuge Modelling
(4)会议地点:MONTE VERITA, SWITZERLAND
(4)会议日期:JUL 08-13, 2001
(5)摘要:In this paper, the general framework of an elasto-plastic constitutive model for interface behaviour is presented. Important features such as hardening/softening behaviour, phase transformation state (compaction/dilatancy) and critical state are discussed. Emphasis is given to the necessity to take the material microstructure for interface modelling into account. This is possible by resorting to higher order continuum theories such as Cosserat and second-gradient model. The discussion is enlarged to some contact problems as encountered in rock mechanics and to rate and state friction laws along faults for geophysical applications.
(6)关键词:VIRTUAL POWER; FRICTION; CONTINUUM; STABILITY; MECHANICS; SAND
(7)通讯作者地址:Ecole des Ponts ParisTech Laboratoire Central des Ponts et Chaussees (LCPC) Ecole Natl Ponts & Chaussees, Cermes, LCPC, Paris, France.
(8)出版商

A A BALKEMA PUBLISHERS, SCHIPHOLWEG 107C, PO BOX 447, 2316 XC LEIDEN, NETHERLANDS

有劳,多谢


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