土石复合材料压实与波动特性的试验研究 |
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引用本文: | 韦刚,黄卫东,赵明阶,吴国雄. 土石复合材料压实与波动特性的试验研究[J]. 重庆交通大学学报(自然科学版), 2004, 23(3): 61-64 |
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作者姓名: | 韦刚 黄卫东 赵明阶 吴国雄 |
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作者单位: | 重庆交通学院,重庆,400074;重庆市交委监理工程处,重庆,400060 |
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基金项目: | 重庆市交通委员会科研项目 |
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摘 要: | 笔者通过室内击实试验和波动测试试验研究了土石复合材料的压实特性与波动传播特性,表明土石复合材料是一种良好的筑路材料,认为影响土石复合材料的压实特性与波动传播特性的因素有含石量、含水量等;而含石量在40%~60%,含水量在最佳含水量附近时,土石复合材料有具有良好的压实和波动传播特性.本试验的研究成果为进一步研究土石复合路堤的快速波动检测技术提供依据.
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关 键 词: | 土石复合材料 压实特性 波动特性 |
文章编号: | 1001-716X(2004)03-0061-04 |
修稿时间: | 2003-08-19 |
Experimental Study on Characteristics of Compaction ND Wave Propagation in the Mixture of Soil and Stone |
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Abstract: | in this paper the properties of compaction and wave propagation for embankment by the mixture of soil and stone are researched through indoor model trials of compaction and wave propagation. Which show that mixture of soil and stone is a good kind of material for pavement. When percent of stone is in the 40~60, and moisture percent is in the best, the mixture of soil and stone has good characteristics of these. Trials results will present reliance for further study of the mixture of soil and stone. |
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Keywords: | mixture of soil and stone compaction property property of wave propagation |
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