%0 Journal Article
%T APPLICATION OF ELASTOPLASTIC DAMAGE MODEL IN A LARGE SIZED UNDERGROUND POWER HOUSE<br>弹塑性损伤模型在某地下厂房工程中的应用
%A Zhang Qiangyong
%A Zhu Weishen
%A Jin Yabing
%A <br>张强勇
%A 朱维申
%A 金亚兵
%J 岩石力学与工程学报
%D 1999
%I 
%X A 3-D elastoplastic damaged constitutive model for intermittent multi-joints rockmass is established. The model is applied to underground power house of a large sized hydroelectric station to carry out 3-D calculation of nonlinear finite element of elastoplastic damage under excavation and obtain some satisfactory results.
%K interm ittentjoints
%K elastoplastic dam age
%K underground pow er house
%K 3-DFEM<br>断续裂隙
%K 弹塑性损伤
%K 地下厂房
%K 三维有限元
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=736587E58578A993&yid=B914830F5B1D1078&vid=13553B2D12F347E8&iid=B31275AF3241DB2D&sid=BBA8B1249CDAA6CE&eid=E934BC2766053B28&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=7&reference_num=8