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规模化跨季节储热水池边坡稳定性研究

韩启超 路明浩 赵宏鹏 杨光 刘永旭 郭晓克

电力勘测设计Issue(5):8-14,20,8.
电力勘测设计Issue(5):8-14,20,8.DOI:10.13500/j.dlkcsj.issn1671-9913.2025.05.002

规模化跨季节储热水池边坡稳定性研究

Research on Slope Stability of Large-Scale Cross Seasonal Thermal Storage Water Tank

韩启超 1路明浩 1赵宏鹏 1杨光 1刘永旭 1郭晓克1

作者信息

  • 1. 中国电力工程顾问集团东北电力设计院有限公司,吉林 长春 130000
  • 折叠

摘要

Abstract

This study focused on the slope stability of cross seasonal thermal storage water tank.A three-dimensional slope model was established using Midas GTS NX software to investigate the effects of slope inclination,slope height,soil parameters,water level changes,and sudden rise and drawdown of water level on slope stability.The results indicate that as the slope inclination and height increase,the factor of safety decreases,while the decrease in water level can enhance the safety factor.Under different soil parameter conditions,the stability of clay slopes is the best,while the stability of fine sand slopes is relatively poor.The rapid changes in water level have a significant impact on the stability of slopes,and hence more in-depth research is needed to ensure the safety of engineering.

关键词

边坡稳定/坡度/安全系数/地下水位/土体参数

Key words

slope stability/slope gradient/safety factor/groundwater level/soil parameters

分类

能源与动力

引用本文复制引用

韩启超,路明浩,赵宏鹏,杨光,刘永旭,郭晓克..规模化跨季节储热水池边坡稳定性研究[J].电力勘测设计,2025,(5):8-14,20,8.

电力勘测设计

1671-9913

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