摘要
针对云南病害水库土坝坝体多属粘性土坝的特点,分析了采用劈裂式灌浆方法在坝体中建立防渗帷幕的机理,并提出相应的施工工艺。
The mechanism of forming the leakage cut off curtain is the clayey soil dam body using the split grouting process is analysed in regard to the characteristics that the majority of hazard reservoir soil dams have clayey soil bodies, with related construction processes presented.
出处
《探矿工程(岩土钻掘工程)》
1998年第S1期67-69,共3页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
粘性土坝
坝体
劈裂灌浆
工艺
clayey soil dam, dam body, split grouting, process