摘要
对发耳电厂运煤专用公路K1＋580-K1＋640段采空区地基稳定性进行了评价，得出了该地基为不稳定地基，对域内边坡稳定性有较大影响，而后对该边坡整体稳定性进行了理论分析，最后提出了加固整治建议。
The mined up region roadbed stability in special railway line for coal transportation from K1 ＋ 580 to K1 ＋ 640 section of Fa＇ er elec tric power plant was evaluated. It concluded that the roadbed was unstable roadbed, which had large influence on the regional slope stability Then the slope whole stability was analyzed theoretically, the reinforced suggestions were proposed at last.
出处
《山西建筑》
2009年第3期252-253,共2页
Shanxi Architecture
关键词
高边坡
采空区
稳定性
high slope, mined up region, stability
