%0 Journal Article
%T STUDY ON DEFORMATION AND STABILITY FOR JOINTED ROCK SLOPE WITH ELASTO-VISCO-PLASTIC MODEL<br>裂隙岩质边坡的弹粘塑性变形及稳定性分析
%A Lu Xiaomin
%A Ren Qingwen
%A Sheng Fang
%A <br>陆晓敏
%A 任青文
%A 盛芳
%J 岩石力学与工程学报
%D 2002
%I 
%X The block element method (BKEM) and elasto-visco-plastic model are adopted to analyze the deformation and stability of jointed rock slope. BKEM is used to simulate the discontinuous deformation of jointed rock,and the elasto-visco-plastic modeling used in contacted element to investigate the rheological deformation and stability of slope. The computed results show that the method is feasible.
%K jointed rock mass
%K slope
%K elasto-visco-plasticity
%K stability<br>裂隙岩体
%K 边坡
%K 弹粘塑性
%K 稳定性
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=119B8F8408747940&yid=C3ACC247184A22C1&vid=659D3B06EBF534A7&iid=E158A972A605785F&sid=8C267C8DC97FEEEF&eid=CEFA535D01173730&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=2&reference_num=19