首页 | 本学科首页   官方微博 | 高级检索  
     

堆石蠕变机理分析与颗粒破碎特性研究
引用本文:梁军,刘汉龙,高玉峰. 堆石蠕变机理分析与颗粒破碎特性研究[J]. 岩土力学, 2003, 24(3): 479-483
作者姓名:梁军  刘汉龙  高玉峰
作者单位:河海大学 岩土工程研究所; 江苏 南京 210098;
摘    要:根据大型压缩仪完成的堆石蠕变试验,结合颗粒破碎测试试验,对蠕变产生的机理进行了简要的理论分析,在力的作用下,细化破碎的堆石颗粒滑移充填孔隙是发生蠕变的重要原因。堆石颗粒的破碎可分为对应于主压缩变形的颗粒破碎和伴随蠕变变形的颗粒破碎。颗粒破碎引起堆石级配的细微改变,从而形成后期变形。

关 键 词:堆石   蠕变   蠕变机理   颗粒破碎  
文章编号:1000-7598-(2003)03-0479-05
收稿时间:2002-08-01
修稿时间:2002-08-01

Creep mechanism and breakage behaviour of rockfill
LIANG Jun,LIU Han-long,GAO Yu-fong. Creep mechanism and breakage behaviour of rockfill[J]. Rock and Soil Mechanics, 2003, 24(3): 479-483
Authors:LIANG Jun  LIU Han-long  GAO Yu-fong
Affiliation:Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China
Abstract:The creep mechanism of rockfill is studied based on the creep test of large scale compression apparatus with breakage measurement. The main factor causing the creep deformation is that the pores are filled by the movement of smaller breakage rockfill under the effect for continuous compression deformation. The breakage of rockfill can be divided into two types, one is the breakdown under the main compression deformation and the other is under the creep strain. The breakage result in the change of rockfill gradation, furthermore, the long-term deformation is then induced.
Keywords:rockfill  creep  creep mechanism  rockfill breakage
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》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