China Safety Science Journal ›› 2023, Vol. 33 ›› Issue (2): 59-67.doi: 10.16265/j.cnki.issn1003-3033.2023.02.0629
• Safety engineering technology • Previous Articles Next Articles
KE Lihua1(), MENG Yaoyao1, YAO Nan1,**(
), WANG Qihu2, TANG Huaqian1
Received:
2022-09-20
Revised:
2022-12-04
Online:
2023-02-28
Published:
2023-08-28
KE Lihua, MENG Yaoyao, YAO Nan, WANG Qihu, TANG Huaqian. Evaluation of goaf stability based on fuzzy statistical method[J]. China Safety Science Journal, 2023, 33(2): 59-67.
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URL: http://www.cssjj.com.cn/EN/10.16265/j.cnki.issn1003-3033.2023.02.0629
Tab.1
Statistical frequency information of goaf stability evaluation index
指标名称 | 频次 | 指标名称 | 频次 | 指标名称 | 频次 | 指标名称 | 频次 |
---|---|---|---|---|---|---|---|
水文状况 | 48 | 岩石抗压强度 | 29 | 采空区高度 | 21 | 采空区形成时间 | 10 |
采空区埋深 | 44 | 采空区高跨比 | 24 | 工程布置 | 21 | 采矿影响 | 10 |
地质状况 | 40 | 采空区跨度 | 24 | 周边采矿影响 | 21 | 岩石抗拉强度 | 9 |
采空区顶板暴露面积 | 38 | 岩体结构 | 24 | 矿体倾角 | 15 | 构造应力 | 8 |
矿柱留设 | 38 | 采空区空间形态 | 24 | 顶板特性 | 13 | 节理条件 | 7 |
采空区联通情况 | 37 | 岩石质量指标(Rock Quality Designation, RQD) | 23 | 爆破扰动 影响 | 11 | 结构面间距 | 7 |
Tab.2
Scale of judgment matrix based on relative frequency method and its meaning
标度值 | 所属分度区间( | 标度值 | 所属分度区间( |
---|---|---|---|
1 | $[1,\frac{8+\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9})$ | 1 | $[\frac{8+\text{min}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9},1]$ |
3 | $[\frac{7+2\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9},\frac{2+\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{3})$ | 1/3 | $[\frac{2+\text{min}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{3},\frac{7+2\text{min}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9})$ |
5 | $[\frac{5+4\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9},\frac{4+5\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9})$ | 1/5 | $[\frac{4+5\text{min}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9},\frac{5+4\text{min}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9})$ |
7 | $[\frac{1+2\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{3},\frac{2+7\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9})$ | 1/7 | $[\frac{2+7\text{min}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9},\frac{1+2\text{min}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{3})$ |
9 | $[\frac{1+8\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9},\text{max}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right))$ | 1/9 | $[\text{min}\left( \frac{{{D}_{jr}}}{{{D}_{jk}}} \right),\frac{1+8\text{min}\left( \frac{{{\text{D}}_{\text{jr}}}}{{{\text{D}}_{\text{jk}}}} \right)}{9})$ |
2,4,6,8 | 介于以上2个相邻判断的中值 | 1/2、1/4、1/6、1/8 | 介于以上2个相邻判断的中值 |
Tab.3
Relative frequency of indicators and construction of judgment matrix
指标层次 | 指标相对频次 | 标准值 | 判断矩阵 | C.R. <0.1 | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
1.30 | 0.77 | |||||||||||
1、1 | [1,1.03) | [0.97,1) | 0.28 0.66 0.06 | |||||||||
1.00 | 0.92 | 1.19 | 3、1/3 | [1.07,1.10) | [0.92,0.95) | |||||||
1.09 | 1.00 | 1.30 | 5、1/5 | [1.13,1.17) | [0.87,0.90) | |||||||
0.84 | 0.77 | 1.00 | 7、1/7 | [1.20,1.23) | [0.82,0.85) | |||||||
— | 9、1/9 | [1.27,1.30] | [0.77,0.80) | |||||||||
指标相对频次 | 标准值 | 判断矩阵 | C.R. <0.1 | |||||||||
1.83 | 0.55 | |||||||||||
1、1 | [1,1.09) | [0.95,1) | 0.45 0.25 0.04 0.25 | |||||||||
1.00 | 1.16 | 1.83 | 1.16 | 3、1/3 | [1.18,1.28) | [0.85,0.90) | ||||||
0.86 | 1.00 | 1.58 | 1.00 | 5、1/5 | [1.37,1.46) | [0.75,0.80) | ||||||
0.55 | 0.63 | 1.00 | 0.63 | 7、1/7 | [1.55,1.65) | [0.65,0.70) | ||||||
0.86 | 1.00 | 1.58 | 1.00 | 9、1/9 | [1.74,1.83] | [0.55,0.60) |
Tab.4
Distribution information of grade dividing points of goaf stability evaluation index
等级 分界点 | ||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
100~200 | 100~800 | 1~3 | 0.75~0.9 | 60~280 | 60~90 | 0.75~0.9 | 0.75~0.9 | 0.75~0.9 | 0.75~0.9 | 0.75~0.9 | 0.75~0.9 | |
200~500 | 400~1 500 | 0.3~0.5 | 0.5~0.6 | 30~120 | 50~75 | 0.5~0.6 | 0.5~0.6 | 0.5~0.6 | 0.5~0.6 | 0.5~0.6 | 0.5~0.6 | |
300~1 000 | 800~2 400 | 0.25~0.33 | 0.25~0.3 | 20~70 | 25~50 | 0.25~0.3 | 0.25~0.3 | 0.25~0.3 | 0.25~0.3 | 0.25~0.3 | 0.25~0.3 |
Tab.6
Verification of membership degree of buried depth (X11) of goaf
样本 编号 | 采空区埋深 实测数据/m | 样本真实 稳定性等级 | 模糊统计法 稳定性评价等级 | 样本 编号 | 采空区埋深 实测数据/m | 样本真实 稳定性等级 | 模糊统计法 稳定性评价等级 |
---|---|---|---|---|---|---|---|
1[ | 360 | Ⅲ | Ⅲ | 16[ | 83 | Ⅰ | Ⅰ |
2[ | 540 | Ⅲ | Ⅲ | 17[ | 90 | Ⅰ | Ⅰ |
3[ | 360 | Ⅲ | Ⅲ | 18[ | 280 | Ⅲ | Ⅲ |
4[ | 450 | Ⅳ | Ⅳ | 19[ | 260 | Ⅲ | Ⅲ |
5[ | 500 | Ⅳ | Ⅳ | 20[ | 290 | Ⅲ | Ⅲ |
6[ | 260 | Ⅲ | Ⅲ | 21[ | 335 | Ⅲ | Ⅲ |
7[ | 290 | Ⅲ | Ⅲ | 22[ | 305 | Ⅲ | Ⅲ |
8[ | 280 | Ⅲ | Ⅲ | 23[ | 500 | Ⅳ | Ⅳ |
9[ | 305 | Ⅲ | Ⅲ | 24[ | 322 | Ⅳ | Ⅲ |
10[ | 335 | Ⅲ | Ⅲ | 25[ | 484 | Ⅳ | Ⅳ |
11[ | 240 | Ⅲ | Ⅲ | 26[ | 741 | Ⅳ | Ⅳ |
12[ | 115 | Ⅱ | Ⅰ | 27[ | 144 | Ⅱ | Ⅱ |
13[ | 145 | Ⅱ | Ⅱ | 28[ | 272 | Ⅲ | Ⅲ |
14[ | 180 | Ⅱ | Ⅱ | 29[ | 230 | Ⅲ | Ⅲ |
15[ | 253 | Ⅲ | Ⅲ | 30[ | 253 | Ⅲ | Ⅲ |
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