摘要
针对建于洪积地层上的淮河流域内某水闸地基设计方案,结合工程地形地质条件、水闸闸室结构型式和水闸调度运用特点,从处理效果、施工技术、工后影响及工程投资等方面,对比分析了水泥土搅拌法、排水固结法、钻孔灌注桩基础和沉井基础四种地基设计方案的适用性和合理性,比选得到适合该水闸的地基基础方案。
The foundation soil of a sluice in Huaihe River basin is located in the proluvium stratum.There were four ground treatment designs： cement soil mixing method,drainage consolidation method,bored pile foundation and open caisson foundation.Combined with engineering topographic and geological conditions,lock chamber structure type and regulation and operation characteristics,comparative analysis of applicability and rationality of the four ground treatment designs were executed from the following aspects： treatment effect,construction technique,post-construction influence,construction investment,etc..By comparison and selection,the proper ground treatment design was obtained.
出处
《人民黄河》
CAS
北大核心
2012年第11期129-131,共3页
Yellow River
