| 纯粉煤灰路堤土工离心模型试验研究 |
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| 引用本文： | 魏建明,刘佳,杨慧.纯粉煤灰路堤土工离心模型试验研究[J].西部交通科技,2009(7):1-4. |
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| 作者姓名： | 魏建明 刘佳 杨慧 |
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| 作者单位： | 重庆交通大学土木建筑学院,重庆,400074 |
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| 摘 要： | 文章通过土工离心模型试验,研究了不同干密度和含水量对纯粉煤灰路堤变形特征的影响规律;同时也研究了不同边坡坡度对路堤变形的影响。试验结果表明,纯粉煤灰路堤具有自重轻、沉降小和稳定性能高的特点。
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| 关 键 词： | 纯粉煤灰路堤 土工离心模型试验 变形特性 |
The Research on Pure Fly Ash Embankment Centrifuge Model Test |
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| WEI Jian-ming,LIU Jia,YANG Hui.The Research on Pure Fly Ash Embankment Centrifuge Model Test[J].Western China Communication Science & Technology,2009(7):1-4. |
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| Authors: | WEI Jian-ming LIU Jia YANG Hui |
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| Institution: | (School of Civil Engineering＆Architecture, Chongqing Jiaotong University, Chongqi ng, 400074) |
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| Abstract: | Through the embankment centrifuge model test,the article studies the influence of different dry density and water content on deformation characteristics of pure fly ash embankment.Also,the effect of different slope on the embankment deformation is investigated.Test results show that the pure fly ash embankment have the characteristics such as light weight,small sedimentation,and stable performance. |
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| Keywords: | Pure fly ash embankment Geotechnical centrifuge model test Deformation characteristics |
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