%0 Journal Article %T PROBABILITY ANALYSIS METHOD FOR THE STABILITYOF GRID AND BEDDED ROCK SLOPE
格状与层状岩体边坡稳定性分析的概率方法 %A Zhang Lei %A
张雷 %J 岩石力学与工程学报 %D 2002 %I %X Using the Monte Carlo method,the normal slope model of grid and bedded rocks can be analyzed. With the random combination of steep and flat series of joints in the J-slope,the failure probability and reliability index can be calculated under the action of water and earthquake. The high slope stability of one copper mine in Jiangxi is analysed by the proposed method,and the result is satisfying. %K J-slope %K probability analysis %K stability
J-边坡 %K 稳定性 %K 层状岩体 %K 概率方法 %U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=F4B29C6D38EBC15C&yid=C3ACC247184A22C1&vid=659D3B06EBF534A7&iid=38B194292C032A66&sid=31125890FF093250&eid=EA64BD0B2FF6E786&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=5&reference_num=4