| 含水量对路基土压实机理影响分析 |
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| 引用本文： | 冉武平,阿肯江·托乎提,李玲.含水量对路基土压实机理影响分析[J].新疆大学学报(理工版),2009,26(3):364-367. |
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| 作者姓名： | 冉武平 阿肯江·托乎提 李玲 |
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| 作者单位： | 新疆大学建筑工程学院,新疆乌鲁木齐830008 |
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| 基金项目： | 国家自然科学基金项目，教育部春晖项目，新疆维吾尔自治区教育厅科研项目，新疆大学院校联合资助项目 |
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| 摘 要： | 从含水量对路基土的影响机理入手，介绍了路基压实过程中含水量的影响机理，以及不同土质采用不同的控制方法．最后结合现场对低液限粉性土的压实规律进行探讨．
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| 关 键 词： | 含水量 压实度 稳定性 |
Water Content of Soil Compaction Mechanisms Embankment Impact Analysis |
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| RAN WU-ping,AkenJiang Tuohutit,LI Ling.Water Content of Soil Compaction Mechanisms Embankment Impact Analysis[J].Journal of Xinjiang University(Science & Engineering),2009,26(3):364-367. |
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| Authors: | RAN WU-ping AkenJiang Tuohutit LI Ling |
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| Institution: | (College of Architecture Engineering, Xinjiang University, Urumqi, Xinjiang 830008, China) |
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| Abstract: | Starting with the influence mechanism obtained from the water content to the subgrade soil, we introduce the water content influence mechanism, in the roadbed compaction process as well as the different control methods used to the different soil texture. Finally the union scene carries on the discussion to the low liquid limit mealy earth＇s compaction rule. |
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| Keywords: | Water content Density Stability |
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