稳定页岩土基层干缩特性研究 |
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引用本文: | 何兆益,刘清泉,黄维蓉,张海龙,陈学文. 稳定页岩土基层干缩特性研究[J]. 重庆交通大学学报(自然科学版), 2004, 23(4): 44-48 |
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作者姓名: | 何兆益 刘清泉 黄维蓉 张海龙 陈学文 |
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作者单位: | 重庆交通学院,重庆,400074;交通部公路科学研究所,北京,100088 |
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基金项目: | 交通部西部交通建设科技项目 |
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摘 要: | 通过对水泥稳定页岩土、二灰稳定页岩土、固化剂稳定页岩土、掺入软质集料的水泥稳定页岩土和掺入软质集料的二灰稳定页岩土基层材料进行干燥收缩特性的试验研究,得出在缺乏硬质石料的地区用掺入软质集料的水泥稳定页岩土和二灰稳定页岩土比水泥类稳定和固化剂稳定页岩土具有更好的干缩特性,作为缺乏硬质石料地区的县乡道路的路面基层材料是可行的,有较好的应用推广价值.
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关 键 词: | 页岩土 软质集料 干缩 路面基层 |
文章编号: | 1001-716X(2004)04-0044-05 |
修稿时间: | 2003-09-03 |
Research on try shrinking property of stabilized shale soil used as pavement base |
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Abstract: | In this paper, the try shrinking property of cement stabilizd shale soil;lime-flyash stabilizd shale soil;solidify agent stabilizd shale soil and lime-flyash stabilizd shale soil adding soft aggregate are researched ,finally, lime-flyash stabilizd shale soil adding soft aggregate and cement stabilizd shale soil adding soft aggregate are preference than cement stabilizd shale soil;lime-flyash stabilizd shale soil and solidify agent stabilizd shale soil in try shrinking property,they are used as pavement base of county road in lacking aggregate district is reasonable. |
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Keywords: | shale soil soft aggregate try shrinking pavement base |
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