摘要
在对湿陷性黄土、块石填土共同存在的地基采用高能级强夯处理的施工、检测等过程介绍的基础上,对有效影响深度、承载力等问题进行了探讨,所得结论对类似工程有借鉴意义。
Based on introduction to the constraction and testing of the dynamic consolidation that is used to improve collapsible loess and block gravel subsoil,the present paper probe into effective depth ?bearing capacity etc,the conclusions give reference to similar project.
出处
《电力勘测设计》
2004年第3期18-21,共4页
Electric Power Survey & Design
关键词
强夯
湿陷性黄土
效果
dynamic consolidation
collapsible loess
