期刊文献+

探索理正岩土中锚杆与削坡对边坡稳定性系数的影响规律

The Influence Law of Rock Bolt and Slope Cutting on Slope Stability Coefficient in Lizheng Rock and Soil Was Explored
下载PDF
导出
摘要 伴随现代经济的飞速发展,建筑与交通的发展也同样十分迅猛。高速铁路与超高层建筑的修建开始变得不在稀少,进而对于建筑方面的稳定性方面的问题也日益突出。在建筑稳定的众多问题中,边坡稳定性一直都是一个热门研究方向。通过软件计算边坡安全坡稳定性系数,来进一步可以直观的展现出边坡的实际稳定性。本篇文章主要是进一步来分析削坡与锚杆加固措施对边坡稳定安全系数的影响规律,进而探索出合适的稳固措施。 With the rapid development of modern economy, the development of architecture and transporta-tion is also very rapid. The construction of high-speed railway and super high-rise buildings began to become rare, and then for the stability of the construction of the problem is becoming increasingly prominent. Among the many problems of building stability, slope stability has always been a hot research direction. By calculating the stability coefficient of the safe slope of the slope, the actual stability of the slope can be shown directly. This article is mainly to further analyze the slope cutting and anchor reinforcement measures on the safety factor of slope stability influence law, and then explore the appropriate stability measures.
出处 《矿山工程》 2021年第3期251-256,共6页 Mine Engineering
  • 相关文献

参考文献13

二级参考文献68

共引文献53

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部