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作 者:张宪林[1]
机构地区:[1]中国电建集团贵阳勘测设计研究院有限公司,贵阳550081
出 处:《工程建设与设计》2016年第12期61-63,共3页Construction & Design for Engineering
摘 要:堆积体通常处于临界状态,一遇开挖和强降雨即可能发生开裂、解体和滑坡,给人员安全和工程顺利建设带来危害,论文通过一个已发生滑坡的堆积体进行稳定分析,根据稳定计算分析成果逐步对堆积体边坡采取相应的治理措施,治理措施从易到难,采取综合治理的措施,最大限度地降低工程投资,为其他类似边坡稳定分析与治理措施制定提供借鉴。Accumulation body is usually in a critical state, once the excavation and heavy rainfall is likely to cracking, collapse and landslide, to personnel safety and smooth construction of harm. In this paper, through a has occurred landslide accumulation body stability analysis. According to the stability calculation analysis of fruit gradually of accurnulation body slope to take corresponding control measures, control measures from easy to difficult, take comprehensive measures, maximum limit reduces the project investment and other similar slope stability analysis and control measures of making experience.
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