膨胀土渠道边坡降雨入渗和变形耦合分析

沈珠江; 米占宽

引用本文:	沈珠江,米占宽.膨胀土渠道边坡降雨入渗和变形耦合分析[J].水利水运工程学报,2004,(3):7-11

【打印本页】【HTML】【下载PDF全文】【查看/发表评论】【EndNote】【RefMan】【BibTex】

←前一篇|后一篇→

过刊浏览高级检索

本文已被：浏览 985次下载 0次	码上扫一扫！
分享到：微信更多字体:加大+\|默认\|缩小-
膨胀土渠道边坡降雨入渗和变形耦合分析
沈珠江¹,米占宽²
1. 南京水利科学研究院,江苏,南京,210029;清华大学,水利水电工程系,北京,100084 2. 南京水利科学研究院,江苏,南京,210029

摘要:

应用非饱和土简化固结理论，模拟枣阳膨胀土渠道边坡在人工降雨过程中孔隙压力变化和变形的发展过程，数值计算结果在定性上与实际观测资料一致。

关键词: 膨胀土边坡降雨入渗非饱和土固结理论变形孔隙压力渠道观测资料中孔

DOI：

分类号:TV698 TU443

基金项目:国家自然科学基金资助项目(5997909)

Coupled analyses of seepage and deformation of expansive soil slopes during rainfall

SHEN Zhu-jiang

SHEN Zhu-jiang~

Abstract:

The development of the pore pressure and deformation of a canal slope excavated in unsaturated expansive soil in Zaoyang City during artificial rainfalls is simulated by use of the simplified consolidation theory of unsaturated soil. The computed results are qualitatively agreeable to the observed data.

Key words: side slopes of canal,rain infiltration,unsaturated soil,consolidation theory,numerical simulation