强度折减法在石然水库加固工程中的应用

2017 International Conference on Algorithms, Methodology, Models and Applications in Emerging Technologies (ICAMMAET) Pub Date : 2017-02-01 DOI:10.1109/ICAMMAET.2017.8186628

Xiaocheng Su

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引用次数: 1

摘要

加固后的坝体稳定性非常重要。对坝体断面进行了稳定性分析，基于强度折减法对水库边坡进行了分析。采用有限元平衡方程计算抗剪强度参数，通过ph -c折减过程使强度逐渐降低。得到坝坡最危险滑面，直到计算不收敛为止。从而得到边坡稳定系数。本文为类似工程提供了很好的范例。

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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Application of strength reduction method in shiran reservoir reinforcement project

After the reinforcement of dam stability is very important. The stability analysis is carried out on the section of the dam, analysis of reservoir slope based on strength reduction method. The Phi-c reduction process gradually reduced the strength by using the finite element equilibrium equation to calculate the shear strength parameters. The most dangerous slip surface of dam slope is obtained until the calculation does not converge. So the slope stability factor is obtained. This paper provides a very good example for similar projects.

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来源期刊

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

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