%0 Journal Article %T MODIFIED LOCAL STABILITY FACTOR
修正的局部稳定性因子 %A Okubo S %A
邓荣贵 %A Okubo S %A 张倬元 %J 岩石力学与工程学报 %D 2002 %I %X In the past,stability evaluation of engineering rockmass is often based on the distribution of stress and deformation in engineering rockmass. Some scholars have put forward the concept of local stability factor of rockmass and its calculating method. But its condition is too harsh. The concept of is put forward and its formula is deduced based on the rockmass mechanics principle and strength criteria. The modified local stability factor has been used to evaluate the stability of surrounding rockmass of tunnel. %K rock mechanics %K stability of rockmass %K local stability factor of engineering rockmass
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=D46D3742B55A5367&yid=C3ACC247184A22C1&vid=659D3B06EBF534A7&iid=38B194292C032A66&sid=F7BB24011DC0D223&eid=F4BDB5452F9F5642&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=0&reference_num=14