| 宽级配粗粒土渗透试验尺寸效应及边壁效应研究 |
| |
| 引用本文： | 朱国胜,张家发,陈劲松,胡智京. 宽级配粗粒土渗透试验尺寸效应及边壁效应研究[J]. 岩土力学, 2012, 33(9): 2569-2574 |
| |
| 作者姓名： | 朱国胜 张家发 陈劲松 胡智京 |
| |
| 作者单位： | 1.长江科学院 水利部岩土力学与工程重点实验室，武汉 430010；2.长江科学院 国家大坝安全工程技术研究中心，武汉 430010 |
| |
| 基金项目： | 国家自然科学基金项目(No.50679004);国家“十一五”科技支撑计划(No.2008BAB29B02);国家“十二五”支撑计划课题(No.2011BAB10B04);中央级公益性科研院所基本科研业务费(No.YWF0909) |
| |
| 摘 要： | 尺寸效应及边壁效应是粗粒土渗透试验中的常见问题。采用一系列渗透试验，研究了粗粒料渗透试验的尺寸效应规律，提出了渗透仪尺寸的选择原则，即渗透仪直径与试验材料d85之比值不宜小于6；研究了不同的超径颗粒处理方法对渗透试验成果的影响，分析表明，对超径颗粒可以适度采用等量替代法，不宜采用相似级配法；研究了仪器护壁处理厚度对仪器边壁处理效果的影响，提出了确定护壁处理厚度的建议。
|
| 关 键 词： | 渗透试验 尺寸效应 边壁效应 超径处理 |
| 收稿时间： | 2012-05-10 |
Study of size and wall effects in seepage test of broadly graded coarse materials |
| |
| ZHU Guo-sheng , ZHANG Jia-fa , CHEN Jin-song , HU Zhi-jing. Study of size and wall effects in seepage test of broadly graded coarse materials[J]. Rock and Soil Mechanics, 2012, 33(9): 2569-2574 |
| |
| Authors: | ZHU Guo-sheng ZHANG Jia-fa CHEN Jin-song HU Zhi-jing |
| |
| Affiliation: | 1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China; 2. National Research Center for Dam Safety Technology, Yangtze River Scientific Research Institute, Wuhan 430010, China |
| |
| Abstract: | Size effect and wall effect are very common problems in seepage test of broadly graded coarse materials.A series of seepage tests are performed.The size effect is analyzed and the principle for apparatus size selection is studied.It is proposed that the apparatus diameter is not less than 6 times of test material’s d85.Effects of different methods for treating grains of size over limit on permeability test results are discussed.It is concluded that carefully taking equivalently alternative method is acceptable;while scale method is not.The wall effect is discussed and the thickness of wall treatment layer is proposed. |
| |
| Keywords: | seepage test size effect wall effect oversize treatment |
| 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 |
