| 液化土振动过程中孔隙水压力变化分析 |
| |
| 引用本文： | 张晓菊.液化土振动过程中孔隙水压力变化分析[J].山西建筑,2005,31(7):51-52. |
| |
| 作者姓名： | 张晓菊 |
| |
| 作者单位： | 太原理工大学建工学院,山西,太原,030024 |
| |
| 摘 要： | 针对液化土受振后孔隙水压力变化的情况进行了研究，通过模型试验，分析并比较了液化土模型地基加固前后在地震波水平循环荷载下的振动特性。
|
| 关 键 词： | 液化土 孔隙水压力 地震 灌注桩 |
| 文章编号： | 1009-6825(2005)07-0051-02 |
| 修稿时间： | 2004年12月21 |
Analysis on opening water pressure changes in vibration process of liquidized soil |
| |
| ZHANF Xiao-ju.Analysis on opening water pressure changes in vibration process of liquidized soil[J].Shanxi Architecture,2005,31(7):51-52. |
| |
| Authors: | ZHANF Xiao-ju |
| |
| Affiliation: | ZHANG Xiao-ju |
| |
| Abstract: | By model experiment,it researches situation of opening water pressure changes after vibration of liquidized soil and analyzes & compares vibrative features of liquidized soil model foundation before & after its stabilization under level & circulative loads of seismic wave. |
| |
| Keywords: | liquidized soil opening water pressure seismic pouring pile |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
