临沂市某水库水位上升路堤稳定性研究

2017 International Conference on Algorithms, Methodology, Models and Applications in Emerging Technologies (ICAMMAET) Pub Date : 2017-02-01 DOI:10.1109/ICAMMAET.2017.8186640

Xiaocheng Su

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引用次数: 1

摘要

水库水位的上升和下降造成了水库岸的破坏。其主要变形破坏模式表现在两个方面，一是由大量塌方和滑坡引起的，二是由塌岸引起的。对临沂水库边坡渗流场分布规律进行了研究。采用三种极限平衡法计算边坡的安全系数。用这种方法分析了水位上升对边坡稳定性的影响。本文利用反馈的具体数值解决了边坡的安全性能问题。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Study on embankment stability of rising water level of a reservoir in Linyi city

The reservoir water level rise and fall caused the damage of reservoir shore. The main deformation and failure mode is manifested in two aspects, one is induced by a large number of collapses and landslides, the other is caused by bank collapse. The seepage field distribution law of slope in Linyi reservoir is studied in this paper. Three kinds of limit equilibrium method are used to calculate the safety factor of slope. The influence of the rising of water level on the slope stability is analyzed in this way. This paper solved the problem of the safety performance of the slope using the specific numbers of feedback.

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2017 International Conference on Algorithms, Methodology, Models and Applications in Emerging Technologies (ICAMMAET)

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