首页 | 本学科首页   官方微博 | 高级检索  
     

一种测定非饱和土-水力学参数的方法
引用本文:陈辉,韦昌富,陈盼,伊盼盼,颜荣涛. 一种测定非饱和土-水力学参数的方法[J]. 岩土力学, 2010, 31(10): 3348-3353
作者姓名:陈辉  韦昌富  陈盼  伊盼盼  颜荣涛
作者单位:1. 中国科学院岩土力学研究所,岩土力学与工程国家重点实验室,武汉,430071;江西蓝天学院,土木工程系,南昌,330098
2. 中国科学院岩土力学研究所,岩土力学与工程国家重点实验室,武汉,430071
基金项目:中国科学院武汉岩土力学研究所领域前沿基础研究基金资助项目,国家自然科学基金资助项目,岩土力学与工程国家重点实验室重点项目,中国科学院百人计划择优支持项目 
摘    要:详细介绍了非饱和土-水力学参数联合测试系统,该系统分别利用轴平移技术和达西定律测定非饱和土土-水特征曲线和水相渗透系数。通过试验结果对比可以发现,由联合测试系统确定土-水特征曲线与压力板仪溢出水校正称量法确定的土-水特征曲线接近,但由联合测试系统确定的试样残余含水率比使用压力板仪溢出水校正称量法确定的试样含水率要小;由联合测试系统确定的渗透函数,当饱和度较大时,实测值与模型预测值较为接近;当饱和度较小时,实测值与模型预测值相差较大。

关 键 词:联合测试系统  土-水特征曲线  渗透函数  轴平移技术  达西定律
收稿时间:2010-02-03

A method for determining hydraulic parameters of unsaturated soils
CHEN Hui,WEI Chang-fa,CHEN Pan,YI Pan-pan,YAN Rong-tao. A method for determining hydraulic parameters of unsaturated soils[J]. Rock and Soil Mechanics, 2010, 31(10): 3348-3353
Authors:CHEN Hui  WEI Chang-fa  CHEN Pan  YI Pan-pan  YAN Rong-tao
Affiliation:1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Department of Civil Engineering, Jiangxi Bluesky University, Nanchang 330098, China
Abstract:A combined system for concurrently measuring the hydraulic properties of unsaturated soils is introduced in detail. The axis translation method and the Darcy’s law are adopted to determine the soil-water characteristic curve and the hydraulic conductivity function. By comparing the measured data, it is shown that the difference of the soil water characteristic curves determined by the laboratory combined system; and the adjusted method of weighing soil in the pressure plate extractor is small; but the residual water content determined by the combined system is less than that determined by the adjusted method of weighing outflow. In addition, it is shown that the measured value of the hydraulic conductivity is close to the computed value of that when the saturation is large. However, the difference between the measured value and the computed value is large when the saturation is small..
Keywords:laboratory combined system  axis translation method  Darcy’s law  soil-water characteristic curve  hydraulic conductivity function
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》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