%0 Journal Article
%T THE RELIABILITY DESIGN OF PILLAR<br>矿柱可靠度设计
%A Liu Xuezeng
%A Zhai Deyuan
%A <br>刘学增
%A 翟德元
%J 岩石力学与工程学报
%D 2000
%I 
%X In view of the fact that the influence of joints and fissures is not considered by the traditional Safety Factor Method in pillar design, a new method-Reliability Method is proposed. The new method aims to simulate the heterogeneity and discontinuity of rock mass, and overcomes the shortcomings of the Safety Factor Method. Therefore, the new method can be used in practice extensively.
%K pillar
%K reliability
%K safety factor<br>矿柱
%K 可靠度
%K 安全系数
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=793747083AA1A93DA4B6FB78106BD28B&yid=9806D0D4EAA9BED3&vid=2A8D03AD8076A2E3&iid=CA4FD0336C81A37A&sid=CD775AE9DDBD7B53&eid=7E8E8B150580E4AB&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=7&reference_num=5