摘要
结合重庆江森电池厂蓄电池建设项目地基处理工程实践,介绍了复杂地质条件下,采用强夯法对大块石回填软弱地基土进行加固处理施工的工艺和施工技术。
This paper presents a case history of the application of dynamic compaction in the large battery factory foundation constructions over the thick newly filled materials. The fill material consisted of medium consistency silty clay, strongly to moderately weathered sandstone and sandy claystone fragments. The average grain size of the fill materials is between 500 and 800 mm with a localized large size ranging from 1200 to 1800 mm. The thickness of the newly filled material is between 3.5 m and 21.5 m. The paper introduces the dynamic compaction procedures in these fills.
出处
《土工基础》
2013年第3期26-28,共3页
Soil Engineering and Foundation
关键词
强夯法施工
大块石回填
软弱地基
承载力
Dynamic Compactions, Boulder Sized Fills, Weak Foundation Soils, Bearing Capacity
