• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

基于联系云的围岩稳定性可拓评价模型

汪明武, 董景铨, 董昊, 周天龙, 金菊良

汪明武, 董景铨, 董昊, 周天龙, 金菊良. 基于联系云的围岩稳定性可拓评价模型[J]. 岩土工程学报, 2018, 40(11): 2136-2142. DOI: 10.11779/CJGE201811021
引用本文: 汪明武, 董景铨, 董昊, 周天龙, 金菊良. 基于联系云的围岩稳定性可拓评价模型[J]. 岩土工程学报, 2018, 40(11): 2136-2142. DOI: 10.11779/CJGE201811021
WANG Ming-wu, DONG Jing-quan, DONG Hao, ZHOU Tian-long, JIN Ju-liang. Novel extension evaluation model for stability of surrounding rock based on connection clouds[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2136-2142. DOI: 10.11779/CJGE201811021
Citation: WANG Ming-wu, DONG Jing-quan, DONG Hao, ZHOU Tian-long, JIN Ju-liang. Novel extension evaluation model for stability of surrounding rock based on connection clouds[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2136-2142. DOI: 10.11779/CJGE201811021

基于联系云的围岩稳定性可拓评价模型  English Version

基金项目: 国家重点研发计划项目(2016YFC0401303; 2017YFC1502405); 国家自然科学基金项目(41172274; 51579059)
详细信息
    作者简介:

    汪明武(1972- ),男,博士,教授,博士生导师,主要从事土工抗震、非饱和土、智能岩土工程及不确定性分析等方面教学与科研工作。E-mail: wanglab307@foxmail.com。

  • 中图分类号: TU457

Novel extension evaluation model for stability of surrounding rock based on connection clouds

  • 摘要: 针对围岩稳定性评价具有模糊随机性及评价指标的区间离散分布特点,构建了基于联系云的围岩稳定性可拓评价模型,该模型首先依据评价指标的分类标准确定联系云数字特征,并通过联系云表达物元和标准可拓域,以模拟分析待评样本与评价标准间的关系,进而由云贴近度构建可拓综合评判矩阵,结合主、客观组合权重评定围岩稳定性类别,实现统一定量表征待评样本与等级间的动态联系,并给出待评样本所属等级的可靠度。实例应用及与其他方法对比的结果表明,该模型应用于围岩稳定性评价是有效可行的,为多重不相容指标的随机模糊性不确定分析提供了可能,克服了正态云模型不能有效模拟区间分布数据的缺陷。
    Abstract: In view of the problem that fuzziness, randomness and the interval and dispersion characteristics of the evaluation indexes exist in the process of evaluation of stability of surrounding rock, a novel evaluation model coupled with the extension theory and connection cloud model is described here. The evaluation process of this model is as follows. Firstly, the digital features of the connection cloud model are generated according to the classification standards. The relationship between the samples and the evaluation standards is simulated by the matter-element expression and standard extension field based on the connection cloud model. Then, the generation algorithm of connection clouds is discussed to analyze the certainty degrees of measured indexes to each evaluation standard, and they are used to set up the comprehensive evaluation matrix. Finally, the integrated evaluation vectors specified according to the measured data and the combination weights composed of subjective and objective weights are used to determinate the stability grades of surrounding rock and the dynamic relationship between the samples and each grade, and the credible degree of the evaluation results is further given. Case studies and comparison with other methods show that the proposed model is feasible and effective. It provides the possibility of uncertainty analysis for multiple incompatible indexes with fuzziness and randomness, and it can overcome the defects that the normal cloud model cannot effectively simulate the interval distribution data.
  • [1] 陈守煜, 韩晓军. 围岩稳定性评价的模糊可变集工程方法[J]. 岩石力学与工程学报, 2006, 25(9): 1857-1861.
    (CHEN Shou-yu, HAN Xiao-jun.Engineering method of variable fuzzy set for assessment of surrounding rock stability[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(9): 1857-1861. (in Chinese))
    [2] 汪明武, 李丽, 金菊良. 围岩稳定性集对分析-可变模糊集综合评价模型[J]. 岩土工程学报, 2008, 30(6): 941-944.
    (WANG Ming-wu, LI Li, JIN Ju-liang.Set pair analysis-variable fuzzy set model for evaluation of stability of surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 941-944. (in Chinese))
    [3] 张鹏, 陈剑平, 邱道宏. 基于粗糙集的隧道围岩质量可拓学评价[J]. 岩土力学, 2009, 30(1): 246-250.
    (ZHANG Peng, CHEN Jian-ping, QIU Dao-hong.Evaluation of tunnel surrounding rock quality with extenics based on rough set[J]. Rock and Soil Mechanics, 2009, 30(1): 246-250. (in Chinese))
    [4] 连建发, 慎乃齐, 张杰坤. 基于可拓方法的地下工程围岩评价研究[J]. 岩石力学与工程学报, 2004, 23(9): 1450-1453.
    (LIAN Jian-fa, SHEN Nai-qi, ZHANG Jie-kun.Research on surrouding rock evaluation of under ground engineering based on extension method[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(9): 1450-1453. (in Chinese))
    [5] 梁桂兰, 徐卫亚, 谈小龙. 基于熵权的可拓理论在岩体质量评价中的应用[J]. 岩土力学, 2010, 31(2): 535-540.
    (LIANG Gui-lan, XU Wei-ya, TAN Xiao-long.Application of extension theory based on entropy weight to rock quality evaluation[J]. Rock and Soil Mechanics, 2010, 31(2): 535-540. (in Chinese))
    [6] 李健, 汪明武, 徐鹏, 等. 基于云模型的围岩稳定性分类[J]. 岩土工程学报, 2014, 36(1): 83-87.
    (LI Jian, WANG Ming-wu, XU Peng, et al.Classification of stability of surrounding rock using cloud model[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 83-87. (in Chinese))
    [7] 周志勇, 韩章程. 基于物元分析与云模型的地下工程围岩稳定性评价[J]. 工程设计学报, 2017, 24(1): 57-63.
    (ZHOU Zhi-yong, HAN Zhang-cheng.Evaluation of underground engineering surrounding rock stability based on matter-element analysis and cloud model[J]. Chinese Journal of Engineering Design, 2017, 24(1): 57-63. (in Chinese)))
    [8] 李德毅, 孟海军, 史雪梅. 隶属云和隶属云发生器[J]. 计算机研究和发展, 1995, 32(6): 16-21.
    (LI De-yi, MENG Hai-jun, SHI Xue-mei.Membership clouds and membership cloud generations[J]. Journal of Computer Research and Development, 1995, 32(6): 16-21. (in Chinese))
    [9] LI D Y, SHI X M, WARD P.Soft inference mechanism based on cloud models[C]// proceedings of the 1st International Workshop on Logic Programming and Soft Computing. Bonn: Reach Studies Press, 1997: 38-63.
    [10] 汪明武, 金菊良. 联系数理论与应用[M]. 北京: 科学出版社, 2017.
    (WANG Ming-wu, JIN Ju-liang.The Theory and Applications of Connection Numbers[M]. Beijing: Science Press, 2017. (in Chinese))
    [11] 蔡文, 杨春燕. 可拓学的基础理论与方法体系[J]. 科学通报, 2013, 58(13): 1190-1199.
    (CAI Wen, YANG Chun-yan.The basic theory and method system of extenics[J]. Chinese Science Bulletin, 2013, 58(13): 1190-1199. (in Chinese))
    [12] 魏博文, 黄海鹏, 徐镇凯. 基于云模型和组合赋权的岩体质量二维评价模型[J]. 岩石力学与工程学报, 2016, 35(增刊1): 3092-3099.
    (WEI Bo-wen, HUANG Hai-peng, XU Zhen-kai.Two-dimensional evaluation model of rock mass based on combination weighting and cloud model[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(S1): 3092-3099. (in Chinese))
    [13] 常利营, 卢建移, 段波, 等. 基于Hopfield网络的地下工程围岩稳定性分类[J]. 岩土工程学报, 2011, 33(增刊1): 194-197.
    (CHANG Li-ying, LU Jian-yi, DUAN Bo, et al.Stability classification of adjoining rock of underground engineering based on Hopfield network[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 33(S1): 194-197. (in Chinese))
    [14] GB50218—2014工程岩体分级标准[S]. 2014. (GB50218—2014 Classification criterion of engineering rocks[S]. 2014. (in Chinese))
  • 期刊类型引用(11)

    1. 邢玮,朱锐,张晨,王羿,周峰. 高寒地区供水渠道水热特征及其长期演化规律. 南京工业大学学报(自然科学版). 2024(01): 93-102 . 百度学术
    2. 柴石玉,张凌凯. 干湿-冻融循环对碱激发粉煤灰-矿粉改性膨胀土力学特性的损伤机理研究. 工程力学. 2024(11): 157-167 . 百度学术
    3. 张晨,陈红永,王羿,蔡正银. 寒区工程离心模型试验地基表面换热特性及热边界设置方法研究. 水利学报. 2023(06): 729-738 . 百度学术
    4. 凌松耀,蹇永明,张智勇,李卓,黄翀垚,郭兴会,张奇. 融雪-降雨型滑坡失稳机理. 科学技术与工程. 2023(21): 8980-8987 . 百度学术
    5. 蔡正银,朱洵,张晨,黄英豪. 高寒区膨胀土渠道边坡性能演变规律. 中南大学学报(自然科学版). 2022(01): 21-50 . 百度学术
    6. 朱锐,郭万里. 寒区渠道粉土质砂换填料力学特性试验研究. 中南大学学报(自然科学版). 2022(04): 1461-1471 . 百度学术
    7. 蔡正银,张晨,朱洵,黄英豪,王羿. 高寒区长距离供水工程能力提升与安全保障技术. 岩土工程学报. 2022(07): 1239-1254 . 本站查看
    8. 李燕,王斯海,朱锐. 复杂边界条件下膨胀土的体变特性与抗压强度研究. 水利水运工程学报. 2022(04): 106-113 . 百度学术
    9. 朱锐,蔡正银,黄英豪,张晨,郭万里,朱洵. 湿干冻融循环下渠水入渗特性的离心模型试验和现场试验研究(英文). Journal of Central South University. 2021(05): 1519-1533 . 百度学术
    10. 朱锐,蔡正银,黄英豪,张晨,郭万里. 冻融过程对高寒区渠道基土力学特性的影响. 农业工程学报. 2021(14): 108-116 . 百度学术
    11. 陈永,黄英豪,朱洵,吴敏,王硕,朱锐. 冻融循环对膨胀土变形和力学特性的影响研究. 水利水运工程学报. 2021(05): 112-119 . 百度学术

    其他类型引用(8)

计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 19
出版历程
  • 收稿日期:  2017-09-18
  • 发布日期:  2018-11-24

目录

    /

    返回文章
    返回