| 含水率变化对路基回弹模量的影响 |
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| 引用本文： | 张磊,苗强强,陈正汉,黄雪峰,田卿燕,钱尼贵.含水率变化对路基回弹模量的影响[J].后勤工程学院学报,2010,26(3):13-16,54. |
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| 作者姓名： | 张磊 苗强强 陈正汉 黄雪峰 田卿燕 钱尼贵 |
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| 作者单位： | 1. 后勤工程学院,军事建筑工程系,重庆,401311
2. 广东华路交通科技有限公司,广州,510400 |
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| 基金项目： | 广东省交通厅路基内部水分迁移特性研究项目 |
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| 摘 要： | 使用HM-1型回弹模量仪对路基非饱和含粘砂土进行了6个不同含水率、5个不同干密度的回弹模量试验。试验表明：含水率和干密度对非饱和含粘砂土的回弹模量影响显著：在同一干密度和含水率下,砂土的回弹模量为一常数;在同一干密度下,随含水率的增大,回弹模量明显减小;在同一含水率下,随干密度的提高,回弹模量明显增大。
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| 关 键 词： | 非饱和含粘砂土 含水率 回弹模量 |
Water Content Change on the Subgrade Resilient Modulus on Effects |
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| ZHANG Lei,MIAO Qiang-qiang,CHEN Zheng-han,HUANG Xue-feng,TIAN Qing-yan,QIAN Ni-gui.Water Content Change on the Subgrade Resilient Modulus on Effects[J].Journal of Logistical Engineering University,2010,26(3):13-16,54. |
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| Authors: | ZHANG Lei MIAO Qiang-qiang CHEN Zheng-han HUANG Xue-feng TIAN Qing-yan QIAN Ni-gui |
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| Institution: | 1.Dept.of Architecture ＆ Civil Engineering,LEU,Chongqing 401311,China;2.Traffic Science and Technology of Guangdong Hualu Limited Company,Guangzhou 510400,China) |
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| Abstract: | 6 different water contents and 5 different dry density resilient modulus tests are carried out by using HM-1type resilient modulus instrument to unsaturated subgrade clayed sand.The tests reveal that water content and dry density have great effect on resilient modulus of clayed sand.Clayed sand is a constant under the same water content and dry density.With the increase of water contents,the resilient modulus will decrease under the same dry density.With the increase of dry density,the resilient modulus will increase under same water content. |
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| Keywords: | unsaturated clayey sand water content resilient modulus |
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