| 饱和黄土基床系数室内试验研究 |
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| 引用本文： | 牛军贤,董忠级.饱和黄土基床系数室内试验研究[J].工程勘察,2008(3). |
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| 作者姓名： | 牛军贤 董忠级 |
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| 作者单位： | 中国有色金属工业西安勘察设计研究院; |
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| 摘 要： | 基于文克尔弹性地基模型理论,介绍了基床系数的概念以及三轴测试方法和原理。通过对西安某工程饱和黄土测试结果分析,对比载荷试验结果,建议三轴测定饱和黄土基床系数采用的控制比值,针对不同的曲线类型,提供了停止试验条件的选取方法。另外,分析了液性指数I_L对基床系数的影响,给出了关系曲线。提出了室内测定基床系数目前存在的主要问题,建议了有关课题的研究方向。
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| 关 键 词： | 基床系数 三轴试验 饱和黄土 |
Experimental Study on Coefficient of Subgra de Reaction for Saturated Loess |
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| Niu Junxian et al..Experimental Study on Coefficient of Subgra de Reaction for Saturated Loess[J].Geotechnical Investigation & Surveying,2008(3). |
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| Authors: | Niu Junxian |
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| Abstract: | Based on the Winkler elastic foundation theory,the concept ofthe coefficient of subgrade reaction is introduced and the methods for the triaxial test are summarized.By analyzing the results from the saturated loess in Xi'an and contrasting the results from loading tests,the control ratio for the test to get the coefficient of the subgrade reaction of saturated loess by triaxial apparatus is suggested. The selection process for the end shear strain is given according to the different types of curves,and the ... |
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| Keywords: | coefficient of subgrade reaction triaxial test saturated loess |
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