摘要
介绍了汾河二坝枢纽工程的地质概况、地层岩性及物理力学性质指标,说明了清淤段淤积物的化学分析和击实试验,对河道淤积土层作为防洪堤加固所用土料的可行性进行了评价。
This paper introduces the geological condition,formation lithology and physical-mechanical indexes of No.2 Dam of Fenhe River,illustrates the chemical analysis and compaction test of the deposited sediments in dredging section,and evaluates the feasibility of using watercourse's alluvial soil layer as the dam material to reinforce the flood embankment.
出处
《科技情报开发与经济》
2010年第22期191-192,共2页
Sci-Tech Information Development & Economy
关键词
汾河二坝
河道淤积土层
防洪堤
上坝土料
No.2 Dam of Fenhe River
watercourse's alluvial soil layer
flood embankment
dam material