| 有关坝坡稳定性的常规土工模型试验方法的研究 |
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| 引用本文： | 陈孟英.有关坝坡稳定性的常规土工模型试验方法的研究[J].福州大学学报(自然科学版),1990(4):94-98. |
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| 作者姓名： | 陈孟英 |
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| 作者单位： | 福州大学土建系 |
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| 摘 要： | 本文对软基上土坝边坡稳定性问题研究了常规的土工模型试验方法．分析了土工模型试验 的相似判据，并探索配制模型土料的方法，对若干坝剖面方案进行试验，试验结果和相应的土工离 心模型试验与计算结果基本一致．
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| 关 键 词： | 土工模型试验 边坡稳定 |
Study on Method of Normal Geotechnical Model Test for Embankment Stability |
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| Chen Mengying.Study on Method of Normal Geotechnical Model Test for Embankment Stability[J].Journal of Fuzhou University(Natural Science Edition),1990(4):94-98. |
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| Authors: | Chen Mengying |
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| Institution: | Department of Civil and Architectural Engineering |
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| Abstract: | Method of normal gcotechnical model test for stability of embankment based on soft soil has studied in this paper. Similarity criterion of geotechnical model test has been ana- lyzed, Schemes of different dam cross sections have been tested, and the results obtained are consistent with the results of the geotechnical centrifugal model test and stability calculation. |
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| Keywords: | geotechnical model test stability of embankment |
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