摘要
易门瓷厂高墙地砖厂主体车间建于残积土地基上,约三分之二的基坑地基土天然强度低,压缩性高。加固处理,通过基坑原位测试,对加固处理前、后的地基土容许承载力进行对比,检查残积土软地基加固处理效果。
The main workshop of high wall and floor tile plant of Yimen chinaware factory will be built on the sedentary soil ground. The natural strength of ground soil of about two - thirds of the ground pit is low, which is with high compressibility. They are treated reinforcedly with the vibroflotation replacement method. By the testing on the original place of ground pit and the correlation of permissible bearing capacity of ground soil between Pre - and Post - treatment of reinforcement, the effect of reinforcement treatment of sedentary soil soft ground is examined.
出处
《云南地质》
2006年第2期222-226,共5页
Yunnan Geology
关键词
振冲置换法
残积土
软地基
原位测试
易门云南
Vibroflotation Replacement Method
Sedentary Soil
Soft Ground
Original Place Testing
Yimen, Yunnan
