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多元结构地基抬田饱和非饱和渗流模型试验

郝红科 詹美礼 何淑媛 邵建明

灌溉排水学报2012,Vol.31Issue(2):55-58,4.
灌溉排水学报2012,Vol.31Issue(2):55-58,4.

多元结构地基抬田饱和非饱和渗流模型试验

Experiment Study on Carrying Multiple Fields Model Test of Saturated and Unsaturated Seepage

郝红科 1詹美礼 2何淑媛 2邵建明2

作者信息

  • 1. 杨凌职业技术学院,陕西杨凌712100/河海大学水利水电学院,南京210098
  • 2. 河海大学水利水电学院,南京210098
  • 折叠

摘要

Abstract

In this paper,established multi-base foundation model to carry out field saturated-unsaturated seepage model test by the project of Xiajiang reservoir dipping.Experimental results,under the conditions of steady seepage,potential head change over time is saturated-unsaturated within the impermeable layer,pore water pressure is overall lower,potential head increase allowing depth upper impermeable layer.Multi-raising foundation seepage slightly increased in backwater of reservoir water,but still within the permissible range.The results of experiment model reduce a large number of experiments to the workload and the results meet the actual engineering.

关键词

多元结构/非饱和/渗流/土壤水头势

Key words

multi-base structure/unsaturated/seepage/soil head potential distribution

分类

建筑与水利

引用本文复制引用

郝红科,詹美礼,何淑媛,邵建明..多元结构地基抬田饱和非饱和渗流模型试验[J].灌溉排水学报,2012,31(2):55-58,4.

基金项目

国家自然科学基金项目(51079039 ()

51009053) ()

灌溉排水学报

OA北大核心CSCDCSTPCD

1672-3317

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