›› 2018, Vol. 39 ›› Issue (2): 589-597.doi: 10.16285/j.rsm.2017.0207

• 基础理论与实验研究 • 上一篇    下一篇

相对湿度作用下的石膏矿护顶层突变破坏机制分析

夏开宗1, 2,陈从新1,宋许根1, 2,刘秀敏1,周意超1, 2   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071;2. 中国科学院大学 北京 100049
  • 收稿日期:2017-02-13 出版日期:2018-02-10 发布日期:2018-06-06
  • 作者简介:夏开宗,男,1988年生,博士研究生,主要从事边坡稳定性、地下采矿稳定性等方面的研究工作。
  • 基金资助:

    国家自然科学基金(No. 51274188)。

Analysis of catastrophic failure mechanism of roof bed in gypsum mines induced by relative humidity

XIA Kai-zong1, 2, CHEN Cong-xin1, SONG Xu-gen1, 2, LIU Xiu-min1, ZHOU Yi-chao1, 2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2017-02-13 Online:2018-02-10 Published:2018-06-06
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (51274188).

摘要: 依据室内试验所得的石膏岩的基本力学性质随着大气中相对湿度变化的规律,并结合石膏矿采空区的破坏特征,将护顶层简化为铅直方向受均布荷载q作用的三铰拱分析模型,建立了相对湿度作用下的石膏矿采空区护顶层的尖点突变模型,研究了相对湿度作用下护顶层突发破坏的失稳机制。试验结果表明:石膏岩的力学性质在采空区中环境湿度的作用下,其强度和变形参数会大大降低。分析和工程计算结果表明:随着采空区中环境湿度的增加,支撑体系越不稳定,越容易跨越分叉集而发生突发失稳破坏;相空间的控制参数a随着采空区中环境湿度的增加,其代数值是逐渐增大的(绝对值减小,由负值向0变化),而控制参数b逐渐增大,系统突发失稳控制参数(a,b)的变化路径为向东北方向变化,该路径是系统较为容易发生突发失稳的路径。

关键词: 石膏矿, 护顶层, 尖点突变模型, 相对湿度, 控制参数

Abstract: Mechanical parameters of gypsum rock are influenced by the relative humidity in the mine atmosphere. Based on failure characteristics of the roof bed in gypsum mines, we proposed a simplified three-hinged arch analysis model under the uniform load q. Then a cusp catastrophe model was established to investigate instability mechanisms of the roof bed system influenced by the relative humidity. Experimental results show that mechanical parameters of gypsum rock are greatly reduced due to the influence of relative humidity. Analysis and calculation results show that the increase of the relative humidity around the roof bed leads to the instability of support system and the appearance bifurcation set. Therefore, it is more likely that the roof bed undergoes a catastrophic event. The algebraic value of control parameter (a) of the three-dimensional space gradually increases with the increase of relative humidity in the mine atmosphere (i.e., absolute value decreases and changes from negative to zero), and the control parameter (b) gradually increases as well. The path of the control parameter (a, b) of system instability shows the northeast direction, which is the probable path for the system to lose stability.

Key words: gypsum mine, roof bed, a cusp catastrophe model, relative humidity, control parameter

中图分类号: 

  • TD 313

[1] 文伟, 赖远明, 尤哲敏, 李积锋, . 基于Pitzer离子模型的盐渍非饱和土孔隙 相对湿度计算[J]. 岩土力学, 2020, 41(6): 1944-1952.
[2] 周意超,陈从新,刘秀敏,段淑倩,张海娜,夏开宗,. 石膏矿岩水致老化效应试验[J]. , 2018, 39(6): 2124-2130.
[3] 夏开宗,陈从新,刘秀敏,宋许根,蒋玄苇,周意超, . 石膏矿矿柱-护顶层支撑体系的流变力学模型分析[J]. , 2017, 38(10): 2923-2930.
[4] 蒋玄苇,陈从新,夏开宗,刘秀敏,周意超. 石膏矿岩三轴压缩蠕变特性试验研究[J]. , 2016, 37(S1): 301-308.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!