某磷石膏堆场边坡稳定性分析  

Analysis on the slope stability of phosphogypsum stack

作　　者：荆珑 刘国清 邹建锋 Jing Long;Liu Guoqing;Zou Jianfeng(Power China Guiyang Engineering Corporation Limited,Guiyang 550081,China)

机构地区：[1]中国电建集团贵阳勘测设计研究院有限公司,贵州贵阳550081

出　　处：《山西建筑》2020年第13期61-62,共2页Shanxi Architecture

摘　　要：结合某磷石膏堆场实例,利用Autobank软件对该堆场进行稳定分析,结果表明现状边坡基本稳定,但堆积坝内临界浸润线埋深不满足规范要求,提出了合理建议,以确保磷石膏库安全稳定运行。Taking the phosphogypsum stack as an example,the paper analyzes the slope stability by using Autobank,the results show that the natural slope is basic stability,but the burial depth of criticaled position of the phreatic line beyonds the requirements.This paper put forward reasonable proposals to ensure safe and stable operation of the phosphogypsum stack.

关 键 词：磷石膏堆场 渗流稳定分析 临界浸润线 坡面导渗系统 

分 类 号：TU441.35[建筑科学—岩土工程]