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

滑带黄土孔隙微结构参数与动应力关系研究
引用本文:任权,王家鼎,谷天峰,蔡同俊.滑带黄土孔隙微结构参数与动应力关系研究[J].水土保持通报,2013,33(1):103-105.
作者姓名:任权  王家鼎  谷天峰  蔡同俊
作者单位:1. 西北大学地质学系/大陆动力学国家重点实验室,陕西西安710069;陕西省交通规划设计研究院公路勘察设计院,陕西西安710068
2. 西北大学地质学系/大陆动力学国家重点实验室,陕西西安,710069
3. 陕西省交通规划设计研究院公路勘察设计院,陕西西安,710068
基金项目:国家自然科学基金项目“车辆长持时振动荷载作用下黄土滑坡机理研究”(40572157)
摘    要:以黄土滑坡滑带土孔隙微观结构为研究对象,并辅以定量化分析手段,研究不同试验条件下黄土滑坡滑带土微观结构的变化特征与动应力之间的关系.研究表明,滑带黄土的微观结构参数随着动荷载的增加呈现一定的规律性,其中孔隙数量、孔隙面积、孔隙形态比以及孔隙分形维数与动应力之间的关系可以用线性回归方程表示.

关 键 词:黄土滑坡  滑带土  微观结构  动应力
收稿时间:2012/1/16 0:00:00
修稿时间:2012/3/20 0:00:00

Relationships Between Porosity Micro-structure Parameters of Slide-zone Soil and Dynamic Stress
REN Quan,WANG Jia-ding,GU Tian-feng and CAI Tong-jun.Relationships Between Porosity Micro-structure Parameters of Slide-zone Soil and Dynamic Stress[J].Bulletin of Soil and Water Conservation,2013,33(1):103-105.
Authors:REN Quan  WANG Jia-ding  GU Tian-feng and CAI Tong-jun
Institution:1.Department of Geology/The Key Laboratory of Continental Dynamics,Northwest University,Xi′an,Shaanxi 710069,China;2.Shaanxi Provincial Communication Planning Design and Research Institute,Xi′an,Shaanxi 710068,China)
Abstract:By taking the porosity micro-structure of slide-zone soil as an research object and employing quantitative analysis method,relationships between the variable characteristics of micro-structure of loess slidezone soil and dynamic stress are studied under different experimental conditions.Results from the studyshow that the porosity micro-structure parameters of the loess soil present a certain regularity underincreased consolidation stress,and there are linear relationships between the porosity micro-structure parameters(i.e.,pore quantity,proportion,form ratio,average diameter and fractal dimension)and dynamicstress.
Keywords:loess landslide  slide-zone soil  micro-structure  dynamic stress
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水土保持通报》浏览原始摘要信息
点击此处可从《水土保持通报》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