| 卸荷下老黏土的静力特性试验研究 |
| |
| 引用本文： | 陈聪,郑新定,刘召刚,简琦薇,周健,陶文涛,侯云亮. 卸荷下老黏土的静力特性试验研究[J]. 隧道建设, 2013, 33(3): 209-214. DOI: 10.3973/j.issn.1672-741X.2013.03.007 |
| |
| 作者姓名： | 陈聪 郑新定 刘召刚 简琦薇 周健 陶文涛 侯云亮 |
| |
| 作者单位： | （１.武汉地铁集团有限公司， 湖北武汉 430070 ； 2.中铁隧道勘测设计院有限公司， 天津 300133; 3.同济大学， 上海 200331） |
| |
| 摘 要： | 为了研究老黏土在卸荷条件下的强度和变形特性，利用应力路径三轴仪对武汉地区具有代表性的老黏土进行固结不排水三轴试验。通过与软黏土的已有研究成果进行对比，探讨了卸荷条件下老黏土主要破坏的型式和应力-应变归一化特性。基于Duncan-Chang模型，验证了适合武汉老黏土的非线性弹性模型，总结出老黏土的变形发展规律，并给出了Duncan-Chang本构模型参数建议值。
|
| 关 键 词： | 老黏土 卸荷 应力应变归一化 Duncan-Chang 模型 |
| 收稿时间： | 2012-12-08 |
| 修稿时间： | 2013-01-28 |
Static and Dynamic Response of Old Clay under Unloading |
| |
| CHEN Cong,ZHENG Xinding,LIU Zhaogang,JIAN Qiwei,ZHOU Jian,TAO Wentao,HOU Yunliang. Static and Dynamic Response of Old Clay under Unloading[J]. Tunnel Construction, 2013, 33(3): 209-214. DOI: 10.3973/j.issn.1672-741X.2013.03.007 |
| |
| Authors: | CHEN Cong ZHENG Xinding LIU Zhaogang JIAN Qiwei ZHOU Jian TAO Wentao HOU Yunliang |
| |
| Affiliation: | (1.Wuhan Metro Group Co., Ltd., Wuhan 430070, Hubei, China; 2.China Railway Tunnel Survey and Design Institute Co., Ltd., Tianjin 300133, China; 3.Tongji University, Shanghai 200331, China) |
| |
| Abstract: | This article focuses on strain stress behavior of old clay in Wuhan along with different unloading ratio based on tri axial tests, compared with researches on soft clay. With utilizing Duncan Chang constitutive model, a favorable consideration of Wuhan old clay may be given in non liner and non elastic model and constitutive parameters, which would be validated by many experiments, and may be useful for conducting practical projects in terms of the acquisition of constitutive parameters and models. |
| |
| Keywords: | old clay unloading stress strain behavior normalize Duncan-Chang constitutive model |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《隧道建设》浏览原始摘要信息 |
|
点击此处可从《隧道建设》下载免费的PDF全文 |
|
