强夯施工在北赵引黄二期工程干渠渠道地基处理中的应用  

Application of Dynamic Compaction Construction in Main Canal Foundation Treatment of the Second Phase of Beizhao Yellow River Diversion Project

作　　者：宋孝斌[1] SONG Xiao-bin

机构地区：[1]运城市水务局,山西运城044000

出　　处：《山西水利科技》2021年第2期33-35,共3页Shanxi Hydrotechnics

摘　　要：北赵引黄二期工程渠道全部位于湿陷性黄土区,黄土自重湿陷严重,通过现场重(强)夯试验,采用强夯处理施工方法后,有效深度内黄土的湿陷性得到消除,经实际运行实践,工程质量得到保证。The canals of the second phase of Beizhao Yellow River Diversion Project are all located in the collapsible loess area,and the self-weight collapsibility of loess is serious.Through the on-site heavy(dynamic)compaction test and adopting the construction method of dynamic compaction,the collapsibility of loess in the effective depth is eliminated,and through the actual operation practice,the quality of the project is guaranteed.

关 键 词：强夯施工 北赵引黄二期干渠渠道 地基处理 

分 类 号：TU472[建筑科学—结构工程]