摘要
通过“全孔护壁、孔底灌注”劈裂式灌浆对土坝进行加固施工,一年后挖竖井检查及对比观测资料,发现沿坝轴线形成6 或7 条主浆脉构成防渗帷幕带,达到了坝体补强加固防渗的目的,并对灌浆机理进行了探讨.
By split grouting of “complete hole wall protected, bottom pouring” in construction, a vertical well is dug for checking and contrasting affer a year. As a result, six to seven chief grouting veins form a percolation protecting curtain along the axis of the dam. This approachs the aim of strengthening the dam and protecting percolation, and helps the study of grouting.
出处
《郑州大学学报(自然科学版)》
1999年第3期28-32,共5页
Journal of Zhengzhou University (Natural Science)