东北大学学报(自然科学版) ›› 2013, Vol. 34 ›› Issue (2): 293-296.DOI: -

• 资源与土木工程 • 上一篇    下一篇

基于软岩流变特性的边坡动态稳定性分析

李海洲,杨天鸿,夏冬,郑超   

  1. (东北大学资源与土木工程学院,辽宁沈阳110819)
  • 收稿日期:2012-08-07 修回日期:2012-08-07 出版日期:2013-02-15 发布日期:2013-04-04
  • 通讯作者: -
  • 作者简介:李海洲(1982-),男,辽宁锦州人,东北大学博士研究生;杨天鸿(1968-),男,辽宁抚顺人,东北大学教授,博士生导师.
  • 基金资助:
    国家自然科学基金资助项目(50874024,10872046,50904013).

Slope Stability Analysis Based on SoftRock Rheological Characteristics

LI Haizhou, YANG Tianhong, XIA Dong, ZHENG Chao   

  1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110819, China.
  • Received:2012-08-07 Revised:2012-08-07 Online:2013-02-15 Published:2013-04-04
  • Contact: LI Haizhou
  • About author:-
  • Supported by:
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摘要: 以新疆华宏矿业北山露天煤矿边坡砂质泥岩为对象,对砂质泥岩弱层进行室内单轴压缩蠕变实验研究.采用西原体蠕变模型得到砂质泥岩的蠕变方程和松弛方程,结合Hoek-Brown准则反演了砂质泥岩弱层岩体的时变强度参数.应用FLAC3D有限差分模拟软件,对北山煤矿首采区非工作帮边坡进行动态稳定性分析.结果表明,由于砂质泥岩弱层强度参数随时间不断减小,边坡安全系数随之降低,历时18年左右,边坡安全系数从159逐渐降低到115,低于规范要求.研究结果为服务年限内矿山边坡动态安全预测提供了理论依据.

关键词: 砂质泥岩, 流变特征, 时变强度, 边坡稳定性, 稳定性分析

Abstract: According to the results of creep testing on the sandy mudstone at Beishan open pit coal mine in Xinjiang, the creep curves were described by the viscoelastoplastic creep model and the timevarying parameters were revealed via HoekBrown strength criterion. The dynamic stability of the slope was analyzed using FLAC3D numerical software. The result shows that the slope safety factor is reduced to 115 from 159 after 18 years, which is lower than the specification requirements. This work provides a theoretical basis for the assessment of the dynamic safety of this slope during its service life.

Key words: sandy mudstone, rheological characteristics, timevarying strength, slope stability, stability analysis

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