Anti-slip Stability Analysis of Ash Dam of Power Plant

傅艳军; 刘涛

doi:10.16056/j.1005-7676.2018.01.015

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Anti-slip Stability Analysis of Ash Dam of Power Plant

更新时间：2026-01-19

- Anti-slip Stability Analysis of Ash Dam of Power Plant
- Issue 1, Pages: 59-62(2018)
- 作者机构：
  
  江西省电力设计院
- 作者简介：
- 基金信息：
- DOI：10.16056/j.1005-7676.2018.01.015
  CLC： TM621
- Published：2018
- 稿件说明：
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[1]傅艳军,刘涛.某电厂灰坝抗滑稳定性分析[J].能源研究与管理,2018(01):59-62.

傅艳军, 刘涛. Anti-slip Stability Analysis of Ash Dam of Power Plant[J]. 2018, (1): 59-62.
[1]傅艳军,刘涛.某电厂灰坝抗滑稳定性分析[J].能源研究与管理,2018(01):59-62. DOI： 10.16056/j.1005-7676.2018.01.015.

傅艳军, 刘涛. Anti-slip Stability Analysis of Ash Dam of Power Plant[J]. 2018, (1): 59-62. DOI： 10.16056/j.1005-7676.2018.01.015.

摘要

通过对电厂灰坝的抗滑稳定计算

采用规范规定的瑞典圆弧滑动计算法中的总应力简化法

对整个灰场的2座灰坝进行了不同工况下的抗滑稳定分析

结果表明

其抗滑稳定系数都大于规范允许值

为灰坝的安全评估工作提供了可靠的依据。

Abstract

Through calculation of anti sliding stability of ash dam in power plant

with the Sweden arc sliding standard calculation method of total stress simplified method

the anti sliding stability analysis of 2 ash dams under different working conditions is carried out. The results show that the anti sliding stability coefficient is greater than the permissible value of standard

provides a reliable evidence for the safety assessment of ash dam.

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傅艳军

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Related Institution

中国电建集团江西省电力设计院有限公司

国家电投集团江西电力有限公司

中交第一公路勘察设计研究院有限公司

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