摘要
以沿海地区某工厂地基处理工程为例,对地基处理方案进行了探讨,并简述了工程概况及堆载排水系统的设计方案,通过对地基沉降及沉降速率的观测分析得出以下结论:该地基适合采用堆载预压法进行处理;堆载预压过程需控制堆载速率;主要固结沉降是在堆载完成后的4个月内完成的。
The paper based on the coastal area of a factory foundation treatment project, briefly described the general situation of the project, discussed the foundation treatment scheme ,and briefly described the drainage system and surcharge preloading system. By observing and analyzing the settlement and settlement rate of foundation, draw the following conclusions：The foundation is suitable for the use ofpreloading method to deal; The surcharge preloading process need to control the loading rate;The main consolidation settlement is completed within fourmonths after the completion ofthepile.
出处
《工程建设与设计》
2016年第10期49-50,共2页
Construction & Design for Engineering
关键词
软土
堆载预压
地基处理
soft soil
surcharge preloading
foundation treatment
