Experimental studies for the increase of slope stability of historical embankments due to the effects of capillarity and vegetation

机译：毛细作用和植被作用增加历史路堤边坡稳定性的试验研究

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The performed stability analysis of historical embankments demonstrate that the application of conventional and standardized calculation methods theoretically yields instability of the embankments due to their geometry, soil properties and without consideration of stabilizing effects. By applying the enhanced concept of Experimental Statics consisting of large field and laboratory tests, it is possible to verify the real stability of the embankment.

机译：对历史路堤进行的稳定性分析表明，传统的和标准化的计算方法的应用在理论上会导致路堤的不稳定性，这是由于路堤的几何形状，土壤特性并且不考虑稳定作用。通过应用包括大范围现场测试和实验室测试在内的增强型实验静力学概念，可以验证路堤的真实稳定性。

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《International Conference on Soil Mechanics and Geotechnical Engineering(16 ICSMGE) vol.3; 2005; Osaka(JP)》|2005年|P.1881-1884|共4页
会议地点 Osaka(JP)
作者
R. Katzenbach; A. Werner;
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Institute and Laboratory of Geotechnics, Technische Universitaet Darmstadt, Germany;

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正文语种 eng
中图分类各项工程与工种;
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Experimental studies for the increase of slope stability of historical embankments due to the effects of capillarity and vegetation

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