摘要
建于深厚软土上的某铁塔因基础周边不均匀填土后产生了严重的不均匀沉降,经采用顶压法和掏土法对构筑物进行综合促沉纠偏,同时采用钢管桩法加固处理,实践表明效果良好。
A iron tower built on deep soft soil brings serious differential settlement because of the foundation surrounding uneven filling. Using the method of top pressure and out soil promoted a comprehensive rectifying deviation to the structure, and using of steel pipe pile method reinforced the base of the tower. The practice shows that the results are very good.
出处
《地质灾害与环境保护》
2009年第1期117-119,共3页
Journal of Geological Hazards and Environment Preservation
关键词
软土地基
纠偏
加固
soft soil foundation
rectifying deviation
reinforcement
