防灾减灾湖北省重点实验室

首页

联系我们

  • 网站首页
  • 实验室概况
  • 研究队伍
  • 人才培养
  • 科学研究
  • 学术交流
  • 开放基金
  • 资源共享
  • 运行管理
近期成果

Lab Introduction

  • 通知公告
  • 实验室新闻
  • 近期成果
当前位置: 网站首页 > 近期成果 > 正文

SCI论文:Unsaturated Seepage Analysis of Cracked Soil including Development Process of Cracks

发布日期:2016-12-10 点击:次




标题:Unsaturated Seepage Analysis of Cracked Soil including Development Process of Cracks

作者:Cao, Ling; Wang, Zhijian; Chen, Yong

期刊:Advances in Materials Science and Engineering

卷: 期:35 页:1-13

DOI:10.1155/2016/2684297

出版时间:2016

摘要:

Cracks in soil provide preferential pathways for water flow and their morphological parameters significantly affect the hydraulic conductivity of the soil. To study the hydraulic properties of cracks, the dynamic development of cracks in the expansive oil during drying and wetting has been measured in the laboratory. The test results enable the development of the relationships between the cracks morphological parameters and the water content. In this study, the fractal model has been used to predict the soil-water characteristic curve (SWCC) of the cracked soil, including the developmental process of the cracks. The cracked expansive soil has been considered as a crack-pore medium. A dual media flow model has been developed to simulate the seepage characteristics of the cracked expansive soil. The variations in pore water pressure at different part of the model are quite different due to the impact of the cracks. This study proves that seepage characteristics can be better predicted if the impact of cracks is taken into account.

入藏号:WOS: 000372986900001

三峡大学防灾减灾湖北省重点实验室
湖北长江三峡滑坡国家野外科学观测研究站
三峡地区灾害与生态环境湖北省协同创新中心
三峡库区地质灾害教育部重点实验室 | 三峡大学 | 三峡大学土木与建筑学院

地址:湖北省宜昌市大学路8号  电话:0717-6392022  E-Mail:geohctgu@126.com  邮政编码:443002