%0 Journal Article
%T BELL SOLUTION DETERMINING ULTIMATE BEARING CAPACITY OF HOMOGENEOUS ROCK FOUNDATION UNDER SHEAR FAILURE MODEL<br>剪切破坏模式下均质岩基极限承载力的Bell解
%A Song Jianbo
%A Yu Yuanzhong
%A <br>宋建波
%A 于远忠
%J 岩石力学与工程学报
%D 2002
%I 
%X Shear failure is the commonest failure,which often takes place in sound,jointed and weak rock foundation. On the basis of inferring shear parameters of rockmasse with Hoek-Brown strength criterion,the Bell solution is introduced to determine ultimate bearing capacity of homogeneous rock foundation under shear failure,and the method validity is analyzed.
%K rock foundation
%K shear failure
%K ultimate bearing capacity
%K Bell solution<br>岩基
%K 剪切破坏
%K 极限承载力
%K Bell解
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=FA0D3B3A89C7198E&yid=C3ACC247184A22C1&vid=659D3B06EBF534A7&iid=38B194292C032A66&sid=FED44C0135DC1D9C&eid=216EFB25F7F834CC&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=8&reference_num=6