摘要
印度尼西亚某燃煤电厂工程深层软土地基含水率高、透水性差、压缩性高、承载力弱,无法直接做建筑物和设备基础的地基,而且在多雨近河条件下施工困难.采用插塑料排水板超载预压排水固结法进行地基处理,取得了理想的处理效果,可为多雨环境、近河区域软土地基加固处理提供借鉴.
It is difficult for the construction under condition of the rainy river to lay the build-ing foundation and the equipment foundation in the deep soft soil of high moisture content, poor permeability, high compressibility and weak carrying capacity. The paper introduces the overloading-precompression drainage consolidation practice with the plastic drainage board mainly in order to provide reference for similar projects.
出处
《青岛理工大学学报》
CAS
2017年第5期19-23,共5页
Journal of Qingdao University of Technology
关键词
软土地基
超载预压
排水固结
soft soil foundation
overloading-precompression
drainage consolidation
