摘要
文章通过对湍北水库库区、坝址区工程地质的勘察,对库区渗漏、浸没、库岸稳定、基坑排水进行了分析与评价,对坝基渗漏及渗透稳定进行了评价,建议采用水泥土搅拌桩对坝基进行防渗处理,为同类工程勘察提供了借鉴。
Based on the investigation of engineering geology in the Tuanbei Reservoir area and the dam site area,in the paper the seepage,immersion,stability of the reservoir bank,and drainage of foundation pit are analyzed,and the leakage and seepage stability of dam foundation are evaluated.It is suggested that cement-soil mixing pile should be used for seepage control of the dam foundation.
作者
何宝瑞
牛飞
李美林
HE Baorui;NIU Fei;LI Meilin(Henan Zhengcheng Engineering Testing Co.,Ltd.,Zhengzhou,Henan Province 453000,China;Nanyang Urban and Rural Engineering Technology Consulting Co.,Ltd.,Nanyang 473000,China;Yucheng County Water Conservancy Burean,Yucheng Henan Province 476300)
出处
《河南水利与南水北调》
2024年第9期60-61,共2页
Henan Water Resources & South-to-North Water Diversion
关键词
库岸稳定
浸没
工程地质条件
坝基渗漏
reservoir bank stability
immersion
engineering geological conditions
dam foundation leakage