基于深厚软弱淤泥质土的真空预压地基处理加固施工  

Vacuum Preloading Foundation Treatment and Reinforcement Construction Based on Deep and Weak Silty Soil

作　　者：胡凯涛 HU Kai-tao(CCCC Fourth Harbor Second Engineering Co.Ltd.,Guangzhou 510200,China)

机构地区：[1]中交四航局第二工程有限公司,广州510200

出　　处：《工程建设与设计》2024年第22期145-147,共3页Construction & Design for Engineering

摘　　要：以印度尼西亚爪哇某工业园区的建设施工为例,对深厚软弱淤泥质土条件下采用真空预压法进行地基加固施工时,静力触探与砂沟开挖、排水板打设、水平排水管安装与砂沟回填、土工布铺设、真空膜铺设与密封沟开挖以及真空预压系统安装和真空运行过程中的施工要点进行分析。Taking the construction of an industrial park in Java, Indonesia as an example, the construction points of static penetration and sand trench excavation, drainage plate construction, horizontal drainage pipe installation and sand trench backfilling, geotextile laying,vacuum film laying and sealing trench excavation, as well as vacuum precompression system installation and vacuum operation in the construction of foundation reinforcement with vacuum precompression method under the condition of deep and weak silt soil are discussed.

关 键 词：地基加固 深厚软弱淤泥土质 真空预压技术 

分 类 号：TU753.8[建筑科学—建筑技术科学]