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基于数字照相的砂土剪切变形模式的试验研究
引用本文:李元海,朱合华,靖洪文. 基于数字照相的砂土剪切变形模式的试验研究[J]. 同济大学学报(自然科学版), 2007, 35(5): 685-689
作者姓名:李元海  朱合华  靖洪文
作者单位:1. 中国矿业大学,建筑工程学院,江苏,徐州,221008
2. 同济大学,土木工程学院,上海,200092
基金项目:教育部科学技术研究重点项目;中国矿业大学校科研和教改项目
摘    要:利用自行研制的数字照相量测软件包Photolnfor和自行设计的大型剪切试验装置,在不同围压下,对砂土的剪切变形模式以及土体变形局部化的发生、发展和演变过程进行了全面观测.结果表明:砂土变形区域呈纺锤型,由多条曲线形大变形带和带间小变形区组成,不同围压下的剪切变形模式基本相近;土体最终形成的剪切带与初期发生的局部变形带并不完全重合;土体剪切变形可分为初期全域快速弹性变形、中期局部区域塑性变形与后期剪切带内集中塑性变形三个阶段.

关 键 词:砂土  剪切试验  数字照相  数字图像相关  剪切带  变形模式
文章编号:0253-374X(2007)05-0685-05
修稿时间:2005-09-14

Experimental Investigation of Shear Deformation Patterns in Sands Based on Digital Image Correlation
LI Yuanhai,ZHU Hehua,JING Hongwen. Experimental Investigation of Shear Deformation Patterns in Sands Based on Digital Image Correlation[J]. Journal of Tongji University(Natural Science), 2007, 35(5): 685-689
Authors:LI Yuanhai  ZHU Hehua  JING Hongwen
Affiliation:1.School of Architecture and Civil Engineering,China University of Mining and Technology,Xuzhou 221008,China;2.School of Civil Engineering tongji University,Shanghai 200092,China;3.Department of Civil Engineering,University of Tikushina,Tokushina 770-8506,Japan
Abstract:This paper presents a series of sandbox experiments of extensional deformation in Toyoura sands.The image analysis software package PhotoInfor,which was developed by the authors,was used to investigate the shear patterns and the evolution of the local deformation in sands under different confining pressures.The results show that: the deformation zone looks like fusiform,and can be di-vided into a number of large deformation bands and small deformation blocks in between the bands;more than one shear bands are not at the same location of the initial big deformation zone,in other words,the intense shear deformation zones migrate during shearing;and the soil deformation can be classified into three stages: initial stage of elastic deformation in the whole specimen,middle stage of elastic deformation in localized regions,and the final stage of plastic deformation in the final shear band.
Keywords:granular soil   shear test   digital photogrammetry   digital image correlation   shear band   deformation patterns
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