| 南水北调中线一期工程总干渠郑州1段膨胀土力学参数分析 |
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| 引用本文： | 陈东亮,秦建甫.南水北调中线一期工程总干渠郑州1段膨胀土力学参数分析[J].资源环境与工程,2011(5):507-509. |
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| 作者姓名： | 陈东亮 秦建甫 |
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| 作者单位： | 黄河勘测规划设计有限公司; |
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| 摘 要： | 膨胀土对于渠道工程的危害主要表现为造成土层结构破坏,引起边坡失稳,其结果直接影响输水工程的安全运行.根据郑州1段膨胀土的工程地质特性,采用工程类比法度室内试验,分析了膨胀土的力学参数,并提出了合理的地质建议值,为工程设计和施工提供了科学的地质依据.
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| 关 键 词： | 膨胀土 工程类比法 力学参数 |
Analysis of Mechanical Parameters of Expansive Soil of Main Canal Zhengzhou Section I of Middle Line South-to-North Water Transfer Project |
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| CHEN Dongliang,QIN Jianpu.Analysis of Mechanical Parameters of Expansive Soil of Main Canal Zhengzhou Section I of Middle Line South-to-North Water Transfer Project[J].Resources Environment & Engineering,2011(5):507-509. |
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| Authors: | CHEN Dongliang QIN Jianpu |
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| Affiliation: | CHEN Dongliang,QIN Jianpu(Yellow River Engineering Consulting Co.,Ltd.,Zhengzhou,Henan 450003) |
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| Abstract: | The harm of expansive soil to channel is soil structure damage,which may cause instability of the slope,possibly affecting the safe operation of the water conveyance project.The mechanical properties of the expansive soil in Zhengzhou Section I is analyzed by Engineering analogy method and laboratory tests.,and reasonal geological suggestion is provided. |
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| Keywords: | expansive soil engineering analogy method mechanical parameters |
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