引用本文:董建军,邵龙潭,刘永禄.基于图像测量的非饱和土p-s平面屈服轨迹研究[J].水利水运工程学报,2007,(3):6-11
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 641次   下载 594 本文二维码信息
码上扫一扫!
分享到: 微信 更多
基于图像测量的非饱和土p-s平面屈服轨迹研究
董建军1,邵龙潭1,刘永禄2
1. 大连理工大学,工程力学系,工业装备结构分析国家重点试验室,辽宁,大连,116024
2. 大连理工大学,物理系,辽宁,大连,116024
摘要:
运用数字图像测量方法,测量非饱和土试样的整体变形和试样受端部约束影响较小的中部1/3区域的变形.控制吸力的非饱和压实土各向等压试验结果表明,试样整体与中部1/3区域的比体积与平均净应力的试验关系曲线存在明显差异,据此确定的LC屈服曲线也有差别.无论是试验值还是数值模型预测的结果,都是测量试样整体变形所得的弹性区较大.
关键词:  非饱和土  吸力  数字图像测量  屈服轨迹  变形
DOI:
分类号:TU411.3
基金项目:国家自然科学基金
Yield locus of unsaturated soils on p-s plane based on digital image measurement method
DONG Jian-jun1,SHAO Long-tan1,LIU Yong-lu2
1. Department of Engineering Mechanics, State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China; 2. Department of Physics, Dalian University of Technology, Dalian 116024, China
Abstract:
A new means of deformation measurement is introduced for unsaturated soil specimen in suction- controlled isotropic compression tests based on the digital image measurement method. The deformation of the whole unsaturated specimen and the middle section that is relatively little influenced by the end restraint can be measured by this method. Results of suction-controlled unsaturated compacted soil isotropic compression tests show that the v-p and v-lnp curves of the middle section are evidently different, that the LC locus of two kinds of model parameters are also different, and that the elastic range based on the whole specimen deformation is bigger than that on the middle section in both tests and model prediction.
Key words:  unsaturated soil  suction  digital image measurement  yield locus  deformation
手机扫一扫看