摘要
以某铁路弃碴场为例说明了弃碴场稳定性分析与评估的具体过程,首先确定计算断面、计算工况及相关的物理力学参数,然后计算弃碴场在不同工况下整体的稳定性,再通过Geo-Studio软件分析计算弃碴场局部边坡的稳定性,计算结果表明在不同工况下弃碴场整体和局部均处于稳定状态。
It takes a railway spoil disposal site as an example to illustrate the concrete process of stability analysis and evaluation of the spoil disposal site.First,the calculation section,working condition and relevant physical and mechanical parameters are determined.Secend,calculate the overall stability of the spoil disposal site under different working conditions.Last,analysis and calculate of the stability of the slope of spoil disposal site with Geo-Studio.The results show that the whole and part of the spoil area are stable under different working conditions.
作者
张恒阳
Zhang Hengyang(China Railway Siyuan Survey and Design Group Co.,Ltd.,Wuhan 430063,China)
出处
《山西建筑》
2020年第9期65-66,共2页
Shanxi Architecture
关键词
弃碴场
工况
稳定性
spoil disposal site
working condition
stability
