摘要
本文以河流相软土为例,应用检验合格的Bp网络模型,对影响强夯加固软土地基效果的因素进行量化分析。得到了液性指数I_L、被加固土层厚度h、排水设计、施工工艺与加固效果之间定量的关系,对实现强夯加固软土地基的信息化施工具有一定的意义。
The soft-soil of river deposited was the example in this paper. The factor of affecting improving by dynamic consolidation was analyzed quantitatively by Bp model thai proved to be eligible. The quantitative relation between IL, thickness, drain, construction sequences and improved effect. It is significant to realize informationalized construction of dynamic consolidation.
出处
《地球与环境》
CAS
CSCD
北大核心
2005年第B10期95-98,共4页
Earth and Environment
基金
广西教育厅项目
桂教科研[2004]20号桂林工学院青年教师扶持项目
关键词
强夯法
软土地基
BP网络
影响因素量化分析
Dynamic consolidation
soft-soil foundation
Bp network
quantitative analysis of influence factor
