Citation: | FENG Zhong-ju, ZHU Yan-ming, GAO Xue-chi, LONG Hou-sheng, WANG Fu-chun, ZHAO Rui-xin, WEN Jun-qiang, WANG Gui-jun, WANG Zheng-bin. Safety evaluation model of excavating rock slope based on entropy-grey correlation method[J]. Journal of Traffic and Transportation Engineering, 2020, 20(2): 55-65. doi: 10.19818/j.cnki.1671-1637.2020.02.005 |
[1] |
黄润秋. 20世纪以来中国的大型滑坡及其发生机制[J]. 岩石力学与工程学报, 2007, 26(3): 433-454. doi: 10.3321/j.issn:1000-6915.2007.03.001
HUANG Run-qiu. Large-scale landslides and their sliding mechanisms in China since the 20th century[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 433-454. (in Chinese). doi: 10.3321/j.issn:1000-6915.2007.03.001
|
[2] |
王涛, 吴树仁, 石菊松, 等. 国内外典型工程滑坡灾害比较[J]. 地质通报, 2013, 32(12): 1881-1899. https://www.cnki.com.cn/Article/CJFDTOTAL-ZQYD201312002.htm
WANG Tao, WU Shu-ren, SHI Ju-song, et al. A comparative study of typical engineering landslide disasters both in China and abroad[J]. Geological Bulletin of China, 2013, 32(12): 1881-1889. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZQYD201312002.htm
|
[3] |
徐世强, 折学森, 王思长. 高速公路边坡滚石自由飞落分析模型[J]. 交通运输工程学报, 2011, 11(2): 14-17. doi: 10.3969/j.issn.1671-1637.2011.02.003
XU Shi-qiang, SHE Xue-sen, WANG Si-chang. Free rolling model of stone on expressway slope[J]. Journal of Traffic and Transportation Engineering, 2011, 11(2): 14-17. (in Chinese). doi: 10.3969/j.issn.1671-1637.2011.02.003
|
[4] |
冯光乐, 凌天清, 许志鸿. 公路边坡支护方案优化设计[J]. 交通运输工程学报, 2002, 2(1): 43-47. doi: 10.3321/j.issn:1671-1637.2002.01.009
FENG Guang-le, LING Tian-qing, XU Zhi-hong. Optimizing design method of highway slope[J]. Journal of Traffic and Transportation Engineering, 2002, 2(1): 43-47. (in Chinese). doi: 10.3321/j.issn:1671-1637.2002.01.009
|
[5] |
郝建斌, 郭进扬, 张振北, 等. 地震作用下锚杆支护边坡动力响应[J]. 交通运输工程学报, 2017, 17(3): 46-55. http://transport.chd.edu.cn/article/id/201703005
HAO Jian-bin, GUO Jin-yang, ZHANG Zhen-bei, et al. Dynamic response of anchors-supported slope under earthquake[J]. Journal of Traffic and Transportation Engineering, 2017, 17(3): 46-55. (in Chinese). http://transport.chd.edu.cn/article/id/201703005
|
[6] |
周波. 道路改扩建边坡稳定性控制及支护措施研究[D]. 长沙: 中南大学, 2011.
ZHOU Bo. Study on the stability control for the rebuilding roadside slope and its retaining measurements[D]. Changsha: Central South University, 2011. (in Chinese).
|
[7] |
HU Qing-guo, XIE Wang-xiang, HE Zhong-ming. Risk evaluation index system for operation security in high slope construction on freeway reconstruction and extension[J]. Applied Mechanics and Materials, 2013, 438/439: 1983-1986. doi: 10.4028/www.scientific.net/AMM.438-439.1983
|
[8] |
GRAVANIS E, PANTELIDIS L, GRIFFITHS D V. An analytical solution in probabilistic rock slope stability assessment based on random fields[J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 71: 19-24. doi: 10.1016/j.ijrmms.2014.06.018
|
[9] |
OZTEKIN B, TOPAL T, KOLAT C. Assessment of degradation and stability of a cut slope in limestone, Ankara-Turkey[J]. Engineering Geology, 2006, 84(1/2): 12-30.
|
[10] |
李炜. 边坡稳定性联合评价方法[J]. 交通运输工程学报, 2010, 10(5): 8-11. http://transport.chd.edu.cn/article/id/201005002
LI Wei. Combined evaluation method of slope stability[J]. Journal of Traffic and Transportation Engineering, 2010, 10(5): 8-11. (in Chinese). http://transport.chd.edu.cn/article/id/201005002
|
[11] |
孙东亚, 陈祖煜, 杜伯辉, 等. 边坡稳定评价方法RMR-SMR体系及其修正[J]. 岩石力学与工程学报, 1997, 16(4): 297-304. doi: 10.3321/j.issn:1000-6915.1997.04.001
SUN Dong-ya, CHEN Zu-yu, DU Bo-hui, et al. Modifications to the RMR-SMR system for slope stability evaluation[J]. Chinese Journal of Rock Mechanics and Engineering, 1997, 16(4): 297-304. (in Chinese). doi: 10.3321/j.issn:1000-6915.1997.04.001
|
[12] |
周志军, 牛涌, 张铁柱. 基于改进Sarma法的岩质边坡稳定性分析[J]. 交通运输工程学报, 2013, 13(1): 15-19. http://transport.chd.edu.cn/article/id/201301003
ZHOU Zhi-jun, NIU Yong, ZHANG Tie-zhu. Stability analysis of rock slope based on improved Sarma method[J]. Journal of Traffic and Transportation Engineering, 2013, 13(1): 15-19. (in Chinese). http://transport.chd.edu.cn/article/id/201301003
|
[13] |
陈昌彦, 王思敬, 沈小克. 边坡岩体稳定性的人工神经网络预测模型[J]. 岩土工程学报, 2001, 23(2): 157-161. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200102005.htm
CHEN Chang-yan, WANG Si-jing, SHEN Xiao-ke. Predicting models to estimate stability of rock slope based on artificial neural network[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 157-161. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200102005.htm
|
[14] |
李胜伟, 李天斌, 王兰生. 边坡岩体质量分类体系的CSMR法及应用[J]. 地质灾害与环境保护, 2001, 12(2): 69-72. https://www.cnki.com.cn/Article/CJFDTOTAL-DZHB200102016.htm
LI Sheng-wei, LI Tian-bin, WANG Lan-sheng. Application of the csmr system for slope stability evaluation[J]. Journal of Geological Hazards and Environment Preservation, 2001, 12(2): 69-72. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DZHB200102016.htm
|
[15] |
HAO Yong-hong, CAO Bi-bo, CHEN Xiang, et al. A piecewise gray system model for study the effects of anthropogenic activities on Karst hydrological processes[J]. Water Resour Manage, 2013, 27: 1207-1220.
|
[16] |
OLSON D L, WU De-sheng. Simulation of fuzzy multiattribute models for grey relationships[J]. European Journal of Operational Research, 2006, 175(1): 111-120.
|
[17] |
冯忠居, 陈思晓, 徐浩, 等. 基于灰色系统理论的高寒盐沼泽区混凝土耐久性评估[J]. 交通运输工程学报, 2018, 18(6): 18-26. http://transport.chd.edu.cn/article/id/201806003
FENG Zhong-ju, CHEN Si-xiao, XU Hao, et al. Durability evaluation of concrete in alpine salt marsh area based on gray system theory[J]. Journal of Traffic and Transportation Engineering, 2018, 18(6): 18-26. (in Chinese). http://transport.chd.edu.cn/article/id/201806003
|
[18] |
黄丹, 史秀志, 邱贤阳, 等. 基于多层次未确知测度-集对分析的岩质边坡稳定性分级体系[J]. 中南大学学报(自然科学版), 2017, 48(4): 1057-1064. https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201704028.htm
HUANG Dan, SHI Xiu-zhi, QIU Xian-yang, et al. Stability gradation of rock slopes based on multilevel uncertainty measure-set pair analysis theory[J]. Journal of Central South University (Science and Technology), 2017, 48(4): 1057-1064. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201704028.htm
|
[19] |
李炜, 康海贵. 边坡稳定性模糊随机可靠度分析[J]. 交通运输工程学报, 2010, 10(1): 19-23. http://transport.chd.edu.cn/article/id/201001004
LI Wei, KANG Hai-gui. Fuzzy-random reliability analysis of slope stability[J]. Journal of Traffic and Transportation Engineering, 2010, 10(1): 19-23. (in Chinese). http://transport.chd.edu.cn/article/id/201001004
|
[20] |
ABEDINI M, TULABI S. Assessing LNRF, FR, and AHP models in landslide susceptibility mapping index: a comparative study of Nojian watershed in Lorestan province, Iran[J]. Environmental Earth Sciences, 2018, 77(11): 1-13.
|
[21] |
MONDAL S, MAITI R. Integrating the analytical hierarchy process(AHP) and the frequency ratio(FR) model in landslide susceptibility mapping of Shiv-Khola watershed, Darjeeling Himalaya[J]. International Journal of Disaster Risk Science, 2013, 4(4): 200-212.
|
[22] |
何海鹰, 胡甜, 赵健. 基于AHP的岩质高边坡风险评估指标体系[J]. 中南大学学报(自然科学版), 2012, 43(7): 2861-2868. https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201207059.htm
HE Hai-ying, HU Tian, ZHAO Jian. Risk assessment indexes system of high rock slope based on AHP[J]. Journal of Central South University (Science and Technology), 2012, 43(7): 2861-2868. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201207059.htm
|
[23] |
周宁, 傅鹤林, 袁勇. 基于模糊神经网络的边坡稳定性评价方法[J]. 地下空间与工程学报, 2009, 5(增2): 1826-1832. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2009S2084.htm
ZHOU Ning, FU He-lin, YUAN Yong. Evaluation approach of slope stability based on fuzzy neural network[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(S2): 1826-1832. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2009S2084.htm
|
[24] |
王小兵, 夏晓舟, 章青. 基于正交试验和神经网络的堤防边坡抗滑稳定可靠度研究[J]. 长江科学院院报, 2019, 36(10): 89-93. https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB201910021.htm
WANG Xiao-bing, XIA Xiao-zhou, ZHANG Qing. Reliability analysis on anti-sliding stability of levee slope based on orthogonal test and neural network[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(10): 89-93. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB201910021.htm
|
[25] |
ACHARYYA R, DEY A. Assessment of bearing capacity of interfering strip footings located near sloping surface considering artificial neural network technique[J]. Journal of Mountain Science, 2018, 15(12): 2766-2780.
|
[26] |
GRECO R, GIORGIO M, CAPPARELLI G, et al. Early warning of rainfall-induced landslides based on empirical mobility function predictor[J]. Engineering Geology, 2013, 153: 68-79.
|
[27] |
ZENG Yao-xun, FAN Xiao-yi. Evaluation of seismic landslide runout distance based on the fuzzy mathematics and range analysis[J]. Applied Mechanics and Materials, 2013, 405-408: 2341-2345.
|
[28] |
赵怀鑫, 孙星星, 徐倩倩, 等. 基于灰熵法的公路货运量和货物周转量关联因素分析[J]. 交通运输工程学报, 2018, 18(4): 160-170. http://transport.chd.edu.cn/article/id/201804017
ZHAO Huai-xin, SUN Xing-xing, XU Qian-qian, et al. Analysis of relavent factors for highway freight volume and freight turnover based on grey entropy method[J]. Journal of Traffic and Transportation Engineering, 2018, 18(4): 160-170. (in Chinese). http://transport.chd.edu.cn/article/id/201804017
|
[29] |
张旭, 周绍武, 林鹏, 等. 基于熵权-集对的边坡稳定性研究[J]. 岩石力学与工程学报, 2018, 37(增1): 3400-3410. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2018S1030.htm
ZHANG Xu, ZHOU Shao-wu, LIN Peng, et al. Slope stability evaluation based on entropy coefficient-set pair analysis[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(S1): 3400-3410. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2018S1030.htm
|
[30] |
郑颖人, 赵尚毅, 邓卫东. 岩质边坡破坏机制有限元数值模拟分析[J]. 岩石力学与工程学报, 2003, 22(12): 1943-1952. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200312000.htm
ZHENG Ying-ren, ZHAO Shang-yi, DENG Wei-dong. Numerical simulation on failure mechanism of rock slope by strength reduction fem[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(12): 1943-1952. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200312000.htm
|