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Gold Science and Technology >

2018 , Vol. 26 >Issue 6: 780 - 787

DOI: https://doi.org/10.11872/j.issn.1005-2518.2018.12.780

Stability Evaluation of Rock-soil Slope Based on D-S Evidence Theory and Normal Degree of Membership

  • Jinguo XU ,
  • Xingguo DAI ,
  • Zezheng YAN
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  • 1. School of Resources and Safety Engineering，Central South University，Changsha 410083，Hunan，China

Received date: 2017-07-15

  Revised date: 2018-03-04

  Online published: 2019-01-24

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Highlights

In order to effectively solve the problems of vagueness and uncertainty，and the conflict between the evaluation indexes existing in the process of rock-soil stability evaluation，a new approach of comprehensive evaluation on rock-soil stability was proposed based on D-S theory of evidence.Firstly，the recognition framework was established，the evaluation indexes were selected，and the basic probability distribution of levels was determined by using the Gaussian membership function.Secondly，the index weight was determined based on the range of basic probability distribution and the mutual influence between indexes and grades.Finally，the stability of rock-soil slope was determined by using the combination rules of D-S evidence theory.Through comparison with the extension method in the basic probability distribution and relevancy of indexes，determination of weight and the revaluation result，D-S evidence theory was used in the workplace of a rare earth mine in Guangzhou.And the results show that the evaluation model of D-S evidence theory is more suitable and more practical，and with higher accuracy.

Cite this article

Jinguo XU , Xingguo DAI , Zezheng YAN . Stability Evaluation of Rock-soil Slope Based on D-S Evidence Theory and Normal Degree of Membership[J]. Gold Science and Technology, 2018 , 26(6) : 780 -787 . DOI: 10.11872/j.issn.1005-2518.2018.12.780

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References

Publishing order | Descend order by publishing year | Descend order by cited within
1
刘沐宇，朱瑞赓 .基于模糊相似优先的边坡稳定性评价范例推理方法[J].岩石力学与工程学报，2002，21（8）：1188-1193.

Liu Muyu ， Zhu Ruigeng .Case-based reasoning approach to slope stability evaluation based on fuzzy analogy preferred ratio[J].Chinese Journal of Rock Mechanics and Engineering，2002，21（8）：1188-1193.

2
汪益敏，王秉纲 .公路土质路基边坡坡面冲刷稳定性的模糊综合评价[J].中国公路学报，2005，18（1）：28-33.

Wang Yimin ， Wang Binggang .Fuzzy evaluation method of scouring stability on soil subgrade slope[J].China Journal of Highway and Transport，2005，18（1）：28-33.

3
何翔，李守巨，刘迎曦，等 .岩土边坡稳定性预报的人工神经网络方法[J].岩土力学，2003，24（增2）：73-76.

He Xiang ， Li Shouju ， Liu Yingxi ，et al .Analyzing method of rock slope stability based on artificial neural network[J].Rock and Soil Mechanics，2003，24（Supp.2）：73-76.

4
邓跃进，王葆元，张正禄 .边坡变形分析与预报的模糊人工神经网络方法[J].武汉测绘科技大学学报，1998，23（1）：28-33.

Deng Yuejin ， Wang Baoyuan ， Zhang Zhenglu .Application of fuzzy artifical neural to the deformation analysis and predication of side slope[J].Journal of Wuhan Technical University of Surveying and Mapping，1998，23（1）：28-33.

5
舒继森，才庆祥，郝航程，等 .可拓学理论在边坡破坏模式识别中的应用[J].中国矿业大学学报，2005，34（5）：591-595.

Shu Jisen ， Cai Qingxiang ， Hao Hangcheng ，et al .Use of extenics theory in recognizing failure mode of slope[J].Journal of China University of Mining and Technology，2005，34（5）：591-595.

6
苏怀智，吴中如，顾冲时 .大坝工作性态模糊可拓评估的基本原理[J].岩土力学，2006，27（11）：1967-1973.

Su Huaizhi ， Wu Zhongru ， Gu Chongshi .Mechanism of dam behavior assessment with fuzzy extension theory[J].Rock and Soil Mechanics，2006，27（11）：1967-1973.

7
史文兵，叶明亮，左双英 .基于D-S证据理论的边坡稳定可靠度分析[J].人民黄河，2013，35（12）：131-132,135.

Shi Wenbing ， Ye Mingliang ， Zuo Shuangying .Reliability analysis of slope stability based on D-S evidence theory[J].Yellow River，2013，35（12）：131-132，135.

8
杨风暴，王肖霞 .D-S证据理论的冲突证据合成方法[M].北京：国防工业出版社，2010：16-17.

Yang Fengbao ， Wang Xiaoxia .Combination Method of Conflictive Evidences in D-S Evidence Theory[M].Beijing：National Defense Industry Press，2010：16-17.

9
郭杰，刘建永，王怀晓，等 .基于D-S证据理论的浅层地下水预测[J].兵工自动化，2014，33（8）：48-51.

Guo Jie ， Liu Jianyong ， Wang Huaixiao ，et al .Prediction of shallow groundwater based on D-S evidence theory[J].Ordnance Industry Automation，2014，33（8）：48-51.

10
郭建全，赵伟，黄松岭 .一种改进的D-S证据合成规则[J].系统工程与电子技术，2009，31（3）：606-609.

Guo Jianquan ， Zhao Wei ， Huang Songling .Modified combination rule of D-S evidence theory[J].Systems Engineering and Electronics，2009，31（3）：606-609.

11
肖建于 .证据理论研究及其在矿井突水预测中的应用[D].徐州：中国矿业大学，2012.

Xiao Jianyu .Study on Evidence Theory and Its Application to the Water Inrush Prediction in Mine[D].Xuzhou：China University of Mining and Technology，2012.

12
陈建宏，李涛，江时雨 .基于动态权重的边坡稳定性评价方法[J].黄金科学技术，2014，22（4）：61-66.

Chen Jianhong ， Li Tao ， Jiang Shiyu .Evaluation method of slope stability based on dynamic weight[J].Gold Science and Technology，2014，22（4）：61-66.

13
李克钢，许江，李树春，等 .基于可拓理论的边坡稳定性评价研究[J].重庆建筑大学学报，2007，29（4）：75-78.

Li Kegang ， Xu Jiang ， Li Shuchun ，et al .Research on evaluation of the slope stability based on the extension theory[J].Journal of Chongqing Jianzhu University，2007，29（4）：75-78.

14
谈小龙，徐卫亚，梁桂兰 .可拓方法在岩石边坡整体安全评价中的应用[J].岩石力学与工程学报，2009，28（12）：2503-2509.

Tan Xiaolong ， Xu Weiya ， Liang Guilan .Application of extenics method to comprehensive safety evaluation of rock slope[J].Chinese Journal of Rock Mechanics and Engineering，2009，28（12）：2503-2509.

15
王新民，康虔，秦健春，等 .层次分析法—可拓学模型在岩质边坡稳定性安全评价中的应用[J].中南大学学报（自然科学版），2013，44（6）：2455-2462.

Wang Xinmin ， Kang Qian ， Qin Jianchun ,et al .Application of AHP-extenics model to safety evaluation of rock slope stability[J].Journal of Central South University（Science and Technology），2013，44（6）：2455-2462.

16
康志强，冯夏庭，周辉 .基于层次分析法的可拓学理论在地下洞室岩体质量评价中的应用[J].岩石力学与工程学报，2006，25（增2）：3687-3693.

Kang Zhiqiang ， Feng Xiating ， Zhou Hui .Application of extenics theory to evaluation of underground cavern rock quality based on stratification analysis method[J].Chinese Journal of Rock Mechanics and Engineering，2006，25（Supp.2）：3687-3693.

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