%0 Journal Article
%T ANALYSIS ON SAFETY FACTOR OF ANCHORED ROCK MASSES<br>支护岩体滑移安全系数分析
%A Peng Wenxuan
%A Liu Dongyan
%A Yang Jianguo
%A <br>彭文轩
%A 刘东燕
%A 杨建国
%J 岩石力学与工程学报
%D 2002
%I 
%X Constitutive model is established to take the slide surface, tear or yield of the layer into account comprehensively. With this model, the safety factor of anchored rock masses is determined against integrate slide and compared with that obtained by limit equilibrium theory.
%K limit equilibrium theory
%K safety factor against sliding
%K constitutive model<br>极限平衡理论
%K 本构模型
%K 支护
%K 岩体
%K 滑移
%K 安全系数
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=23C7EBD025423966&yid=C3ACC247184A22C1&vid=659D3B06EBF534A7&iid=94C357A881DFC066&sid=47122BA7BE181C5A&eid=F4C2D192FB73A21F&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=4&reference_num=2