| 山碴石路基填筑压实试验研究 |
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| 引用本文： | 方诗圣,;陈建林,;李永会,;施园园.山碴石路基填筑压实试验研究[J].路基工程,2014,0(4):94-97. |
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| 作者姓名： | 方诗圣 ;陈建林 ;李永会 ;施园园 |
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| 作者单位： | 1.合肥工业大学土木与水利工程学院, 合肥 230009 |
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| 基金项目： | 基金项目：安徽省2013年交通科技进步计划项目（201360） |
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| 摘 要： | 以皖北地区山碴石为对象，结合实际工程对山碴石路基压实施工工艺进行研究。通过室内重型击实试验，得到山碴石的最佳含水率为6.1%，并据此进行山碴石路基试验段的铺筑碾压试验。应用压实沉降差法得到的路基各检测点碾压前后的沉降差值，根据沉降差检测评定方法，检测点的不合格率不大于5%，表明山碴石路堤通过改善施工工艺，其压实度能满足技术要求。
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| 关 键 词： | 山碴石 击实试验 压实度 沉降差法 |
| 收稿时间： | 2019-11-09 |
Test Study on Filling and Compaction of Subgrade with Mountain Ballast |
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| Affiliation: | FANG Shisheng, CHEN Jianlin , LI Yonghui, SHI Yuanyuan (1. School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China; 2. Bengbu Road ＆Bridge Engineering Co. , Ltd. , Bengbu 233080, Anhui, China; 3. Hefei Railway Engineering School, Hefei 230011, China) |
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| Abstract: | Taking mountain ballast as the object, the compaction process of the subgrade with such stone was studied in combination with actual engineering, Through indoor heavy compaction test, the optimal water content thereof is 6. 1%, based on which paving and rolling test was conducted on the test section. By use of compacted differential settlement method, the values of settlement difference before and after the rolling at each test point on the subgrade were obtained. According to the test and assessment, the reject ratio is not more than 5 %, showing that the subgrade with mountain ballast, through improving the construction process, has a satisfactory compactness, and meets the technical requirement. |
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| Keywords: | mountain ballast compaction test compactness differential settlement method |
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