首页 | 本学科首页   官方微博 | 高级检索  
     

应力作用下裂隙岩体渗流特性的试验研究
引用本文:沈洪俊,高海鹰.应力作用下裂隙岩体渗流特性的试验研究[J].长江科学院院报,1998,15(3):35-39.
作者姓名:沈洪俊  高海鹰
作者单位:河海大学水利水电工程学院, 南京 210098
摘    要: 对在应力作用下接触型岩体裂隙的渗流基本规律作了研究。通过由天然大理石板人工构成的裂隙模型(仿真模型)进行的试验研究,探索了接触型岩体裂隙在大应力及高水头耦合作用下渗流的基本规律,除试验研究外,并做了数值模型分析,以此与试验结果相互验证。

关 键 词:接触型岩体裂隙    渗流与应力耦合    不平整度    数值岩面

Experimental Study on Seepage Characteristics of Fissured Rock Mass with Stress
Shen Hongjun,Gao Haiying,Xia Songyou.Experimental Study on Seepage Characteristics of Fissured Rock Mass with Stress[J].Journal of Yangtze River Scientific Research Institute,1998,15(3):35-39.
Authors:Shen Hongjun  Gao Haiying  Xia Songyou
Abstract:In this paper, the basic characteristics of the seepage of contact fissured rock mass under the stress action are studied. By the fissure emualtion model artificially formed with natural marble plates, the basic law of the seepage of contact fissured rock mass with the coupled action of great stresses and high water head are searched. Besides the test, the numerical model analysis is aslo carried out in order to verify each other.
Keywords:contact rock mass fissure  coupling of seepage with stress  numerical rock face  unevenness  
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《长江科学院院报》浏览原始摘要信息
点击此处可从《长江科学院院报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号