首页 | 本学科首页   官方微博 | 高级检索  
     检索      

分形节理岩体强度与变形尺度效应的试验研究
引用本文:王谦源,李晔.分形节理岩体强度与变形尺度效应的试验研究[J].岩土力学,2008,29(5):1325-1328.
作者姓名:王谦源  李晔
作者单位:1.青岛理工大学 理学院,青岛 266033;2.青岛志海工程设计咨询有限公司,青岛 266033
基金项目:重庆大学教育部西南资源开发及环境灾害控制工程重点实验室资助项目
摘    要:根据强度与变形尺度效应的研究需要,试验研究了脆性岩石相似模拟材料的配比,提出了预置材料产生模拟节理的方法,解决了随机分布节理试件的制作问题。采用分形分布节理模拟材料试件,研究了脆性岩体轴向抗压强度与变形的尺度效应,获得的规律与实际岩体尺度效应规律一致,并发现岩体变形的尺度效应并非完全由节理闭合和剪切破坏引起,在节理剪切破坏之前,主要是由节理的剪切变形增大引起的。

关 键 词:岩体强度  岩体变形  尺度效应  相似材料  分形节理  
文章编号:1000-7598-(2008)05-1325-04
收稿时间:2006-09-27
修稿时间:2006年9月27日

Experimental study of scale effects in strength and deformation of fractal-joint rock masses
WANG Qian-yuan,LI Ye.Experimental study of scale effects in strength and deformation of fractal-joint rock masses[J].Rock and Soil Mechanics,2008,29(5):1325-1328.
Authors:WANG Qian-yuan  LI Ye
Institution:1. School of Sciences, Qingdao Technological University, Qingdao 266033, China; 2. Qingdao Zhihai Engineering Design and Consultation Ltd., Qingdao 266033, China
Abstract:For investigating the scale effects in strength and deformation, an experimental study of constitution ratio of similar simulation materials of brittle rocks has been carried out; in which a method of generating simulated joints with initial materials has been provided; and a method of producing randomly-distributed-joint specimens has also been developed. We have then completed an experimental study of scale effects in axial compressive strength and deformation using the prepared specimens of fractal-joint rock mass with simulated materials, and have obtained consistent results comparing with the same study with the natural rock masses. We conclude that the scale effect in rock mass deformation is not completely resulting from the joint closure and shear degradation, while the scale effect in rock mass deformation is mainly due to the augment of shear deformation before the shear degradation happens.
Keywords:strength of rock mass  deformation of rock mass  scale effects  similar material  fractal joints  
本文献已被 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》下载免费的PDF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