首页 | 官方网站   微博 | 高级检索  
     

不同含水率重塑黄土变形特性分析
引用本文:吴民晖,许德鲜,祝学文.不同含水率重塑黄土变形特性分析[J].路基工程,2015,0(1):55-59.
作者姓名:吴民晖  许德鲜  祝学文
作者单位:1.同济大学土木工程学院, 上海 200092
基金项目:国家自然科学基金:高动水压力作用下碳纤维复合浆液在岩体裂隙中的扩散机理(41002093)
摘    要:采用侧限压缩固结仪,对相同干密度、不同含水率的重塑黄土(Q3)进行压缩固结试验。借鉴原状黄土湿陷性的研究方法,分析了含水率对于重塑黄土的变形影响。结果表明:在给定应力水平下,土样的最终应变随着含水率的增大而增大。在给定含水率下,土样的最终应变随着应力的增大而增大。重塑黄土仍具有较大的湿陷性,在给定的应力作用下,随着含水率的增加,湿陷系数呈线性减小。

关 键 词:重塑黄土    含水率    应变    湿陷
收稿时间:2019-11-09

Analysis on Deformation Behavior of Remolded Loess with Different Moisture Contents
Authors:WU Minhui;XU Dexian;ZHU Xuewen
Affiliation:WU Minhui;XU Dexian;ZHU Xuewen;School of Civil Engineering,Tongji University;Northwest Research Institute of Engineering Investigations and Design;
Abstract:With confined compression consolidation test apparatus, compression consolidation test was carried out on the remolded loess(Q3)having the same dry density and different moisture contents.By referring to the method studying collapsibility of original loess, the influence of moisture content on deformation of remolded loess was analyzed.The result shows that, on the condition of given stress, the loess sample has the strain increased with the moisture content eventually, and on the condition of given moisture content, the loess sample has the strain increased with the stress eventually;remolded loess has relatively strong collapsibility and, under the action of given stress, it has decreased linearity on collapse coefficient as the moisture content increases.
Keywords:
本文献已被 CNKI 等数据库收录!
点击此处可从《路基工程》浏览原始摘要信息
点击此处可从《路基工程》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-23

京公网安备 11010802026262号