摘要
针对魏家窑电站站址存在的地基土不均匀变形,边坡稳定性,地基液化及黄土湿陷性等问题进行了分析,通过取样试验和计算,提出了相应的地质处理意见,以期有效解决该场地存在的地质问题,保证施工质量和建筑物安全使用。
This paper analyzes problems existing Weijiayao power station location, such as non-uniform foundation deformation, slope stability, foundation liquefaction, and loess collapsibility etc. , and puts forward corresponding geological disposals through sampling test and calculating, with a view to effectively solve existing geological problems and to ensure construction quality and building safe usage.
出处
《山西建筑》
2010年第33期122-123,共2页
Shanxi Architecture
关键词
电站
地基
稳定性
湿陷性
power stations, foundation, stability, collapsibility