摘要
在上海化学工业园区新建东海港1.1标段工程施工中,因连续降雨挡墙发生不同程度的位移,采用了压密注浆工艺在航道内水下对挡土墙基础进行加固处理,实践证明该处理方法是可行的。
During construction of bid section 1.1 of the newly built east seaport at Shanghai Chemical Industrial Zone, displacements of different degrees happened at the retaining wall because of continuous rain days. The consolidation grouting technology was adopted to consolidate the foundation of the retaining wall in the waterway, and proved feasible by engineering practice.
出处
《水运工程》
北大核心
2003年第11期42-43,61,共3页
Port & Waterway Engineering
关键词
压密注浆
航道内
配合比
地基承载力
consolidation grouting
in the waterway
mixing ratio
foundation bearing capacity
