摘要
构建渠道有限元三维模型,模拟渠道填筑、蓄水和湿陷性黄土地基湿陷过程,测算地基湿陷区域、范围及深度的不同对渠道变形影响,进而完成各湿陷性黄土地基处理方案的评估设计。
Constructing the finite element three-dimensional model of channel, simulating the channel filling, storage and collapsible loess foundation collapsibility progress , measuring the effect of foundation collapsible range and depth on channel deformation, and then completing the design and evaluation of collapsible loess foundation treatment scheme.
出处
《水科学与工程技术》
2013年第1期77-79,共3页
Water Sciences and Engineering Technology
关键词
填方渠道
湿陷性黄土
有限元
三维模型
土挤密桩
filled channel
collapsible loess
finite element
three-dimensional model
soil compaction pile
