摘要
本文对土和灰土挤密桩处理地下水位以上的湿陷性黄土、素填土和杂填土等地基进行研究,采用适当的施工工艺,确保了工程质量,软土地基的承载力得到了有效的改善。
Collapsible loess, plain fill and miscellaneous fill foundation of above the underground water level squeeze compacted pile in the soil and lime soil, using proper construction processes, to ensure that the quality of the project, the bearing capacity of soft soil foundation has been effectively improved.
出处
《四川建材》
2013年第5期91-92,共2页
Sichuan Building Materials
关键词
软土地基
挤密桩
灰土
Soft Soil Foundation
Compaction Pile
LimeSoil
