论文部分内容阅读
1982年8月31日至9月15日在西安召开的中国金属学会第二届岩石力学学术会议,共收到论文96篇,其中露天边坡稳定部分17篇。本文是根据这些论文综合编写並从设计角度出发增添一些内容,供参考。国内外解决露天最终边坡角和边坡稳定性控制这一课题是以工程地质、岩石力学为理论基础,结合采矿活动,研究岩体结构、岩体强度及其在各种因素影响下岩体变形规律来确定的。
From August 31 to September 15, 1982, the second session of China Society for Metals Society of Rock Mechanics Conference held a total of 96 papers, of which 17 part of open slope stability. This article is based on the synthesis of these papers and from the design point of view to add some content for reference. At home and abroad to solve the ultimate open slope slope and slope stability control of the subject is based on engineering geology and rock mechanics as the theoretical basis, combined with mining activities, research rock mass structure, rock mass strength and its various factors under the influence of rock mass Deformation laws to determine.