现代交通技术2009，Vol.6Issue(3)：21-23,3.
正负压共同作用加固软土路基应用探讨
Discussing on the Vacuum-heaped Load Combining Preloading Applied in the Soft Clay Ground
卢爱民1
作者信息
- 1. 江苏东南交通工程咨询监理有限公司,江苏,南京,210018
- 折叠
摘要
Abstract
Based on the mechanism of vacuum-heaped load combining pre-compression, the paper introduces its con-solidation and deformation characteristic application effects in freeway based on vacuum-heaped load test. To validate the rationality of the theory, the results are contrasted with the real inspection.
关键词
软土路基/真空预压/联合加栽/加固/侧向变形Key words
soft clay ground/vacuum preloading/combining pre-compression/reinforce/lateral deformation分类
交通工程引用本文复制引用
卢爱民..正负压共同作用加固软土路基应用探讨[J].现代交通技术,2009,6(3):21-23,3.
