%0 Journal Article
%T NEW STRENGTH CRITERION FOR ROCK WITH SHEAR FAILURE MODE<br>剪切破坏模式下岩石的强度准则
%A ZhouGuolin
%A ThamLG
%A LeePKK
%A TsuiY
%A <br>周国林 谭国焕
%A 李启光
%A Tsui Y
%J 岩石力学与工程学报
%D 2001
%I 
%X Based on the observation and modeling of localized deformation and failure for rock with the shear failure mode, a new strength criterion is proposed. This criterion takes the characteristics of the non-homogeneous and localized failure of rock into account. It accounts for the size effect of rock in the shear failure mode.
%K strength criterion
%K shear failure mode
%K localized deformation and failure
%K constitutive modeling
%K size effect<br>强度准则
%K 剪切破坏模式
%K 本构模拟
%K 尺寸效应
%K 岩石工程
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=A3CDA2A936E3CBDA&yid=14E7EF987E4155E6&vid=A04140E723CB732E&iid=B31275AF3241DB2D&sid=04CF423CEE45E258&eid=1CBB73E9593E8833&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=16&reference_num=15