摘要
在论述坝区地质条件、坝体构造、坝体渗漏原因的基础上,提出了治理方案:反滤压坡和水平自流排渗井;对治理后坝体的抗倾覆、抗滑、基地应力和整体稳定性进行了定量验算;
This paper,first based on the exposition of geological conditions, structure and seepage reason of the dam, raises treatment a scheme:opposite filter pressing slope and horizontal self\|flowing well to get rid of seepage; second calculates the stability of tailings dam treated; lastly introduces simply treating effect
出处
《甘肃科学学报》
2003年第F08期127-130,共4页
Journal of Gansu Sciences
关键词
尾矿坝
反滤压坡
自流排渗井
坝体稳定
治理效果
tailings dam
opposite filter pressing slope
self-flowing well to get rid of seepage
the stability
treating effect
