[1] |
宫凤强,李夕兵. 距离判别分析法在岩体质量等级分类中的应用[J]. 岩石力学与工程学报,2007,26(1):190-194.(GONG Fengqiang,LI Xibing. Application of distance discriminant analysis method to classification of engineering quality of rock masses[J]. Chinese Journal of RockMechanics and Engineering,2007,26(1):190-194.(in Chinese))
|
[2] |
郑道宏,张乐文,李术才,等. 基于权重反分析方法的加权距离判别法及应用[J]. 岩土力学,2010,31(10):3 243-3 253.(ZHANG Daohong,ZHANG Lehong,LI Shucai,et al. Weighted distance discriminant method basedon weight back analysis method and its application[J]. Rock and Soil Mechanics,2010,31(10):3 243-3 253. (in Chinese))
|
[3] |
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 Guilan,XU Weiya,TAN Xiaolong. Application of extension theory based on entropy weight torock quality evaluation[J]. Rock and Soil Mechanics2010,31(2):535-540.(in Chinese))
|
[4] |
沈世伟,许君臣,代树林,等. 基于熵值赋权法的节理岩体隧道爆破质量可拓学评价[J]. 土木工程学报,2013,46(12):118-126.(SHEN Shiwei,XU Junchen,DAI Shulin,etal.Extenics evaluation of joint rock tunnel blasting quality based onentropy weighting method[J]. China Civil Engineering Journal,2013,46(12):118-126.(in Chinese))
|
[5] |
文畅平. 岩体质量分级的Bayes判别分析方法[J]. 煤炭学报,2008, 32(4):395-399.(WEN Changping. Bayes discrinant analysis method of rock mass quality classification[J].Journal of China CoalSociety2008,32(4):395-399.(in Chinese))
|
[6] |
鲁光银,朱自强,李 华,等. 公路隧道岩体质量分级的模糊层次分析法[J]. 中南大学学报:自然科学版,2008,39(2):368-374.(LU Guangyin,ZHU Ziqiang,LI Hua,et al.Rock mass classification method in highway tunnel based onfuzzy analytic hierarchy process[J].Journal ofCentralSouth University:Science and Technology,2008,39(2):368-374.(in Chinese))
|
[7] |
邱道宏,陈剑平,阙金声,等. 基于粗糙集和人工神经网络的洞室岩体质量评价[J]. 吉林大学学报:地球科学版,2008,38(1):86-91.(QIU Daohong,CHENJianping,QUE Jinsheng,etal.Evaluation of tunnel rock quality with routh sets theory and artificial neural networks[J]. Journal of Jilin University:Earth Science,2008,38(1):86-91.(in Chinese))
|
[8] |
冯玉国. 灰色优化理论模型在地下工程围岩稳定性分类中的应用[J].岩土工程学报,1996,18(3):62-66.(FENG Yuguo.Application of grey optimal theory model in the stability classification of adjoining rock of underground construction[J].Chinese Journal of Geotechnical Engineering,1996,18(3):62-66.(in Chinese))
|
[9] |
任青文,刘 爽,陈俊鹏,等. 基于损伤理论的重力坝坝基岩体渐进破坏数值模拟研究[J]. 水利学报,2014,45(1):1-9.(REN Qingwen,LIU Shuang,CHEN Junpeng,et al.Numerical research on the progressive failure gravity dam foundation rock mass based on damagetheory[J]. Journal of Hydraulic Engineering,2014,45(1):1-9.(in Chinese))
|
[10] |
WANG F,LIIANG X L,DU J B. Strength criteria of jointed rock mass in unloading area[J]. Applied Mechanics and Materials,2013,2212(275):348-351.
|
[11] |
中华人民共和国行业标准编写组. GD50287——99 水利水电工程地质勘察规范[S]. 北京:中国计划出版社,1999.(The Professional Standards Compilation Group of People¢s Republic of China. GD50287—99 Code for water resources and hydropower engineering geological investigation[S]. Beijing:China Planning Press,1999.(in Chinese))
|
[12] |
李德毅,孟海军,史雪梅. 隶属云和隶属云发生器[J]. 计算机研究与发展,1995,32(6):16-18.(LI Yide,MENG Haijun,SHI Xuemei.Membership and membership cloudgenerator[J]. Journal of Computer Research and Development,1995,32(6):16-18.(in Chinese))
|
[13] |
张秋文,章永志,钟 鸣. 基于云模型的水库诱发地震风险多级模糊综合评价[J]. 水利学报,2014,45(1):87-95.(ZHANG Qiuwen,ZHANG Yongzhi,ZHONG Ming. A cloud model based approach for multi-hierarchy fuzzy comprehensive evaluation of reservoir-induced seismic risk[J]. Journal of Hydraulic Engineering,2014,45(1):87-95.(in Chinese))
|
[14] |
杨宏伟,岳 勇,杨学强. 一种新的一维正态云概念隶属度判定算法[J]. 计算机集成制造系统,2012,18(9):2 117-2 123.(YANG Hongwei,YUE Yong,YANG Xueqiang. New determining algorithm for conception membership of one-dimensional normal cloud[J]. Computer Integrated Manufacturing Systems,2012,18(9):2 117-2 123. (in Chinese))
|
[15] |
王明舒,朱 明. 利用云模型评价开发区的土地集约利用状况[J]. 农业工程学报,2012,28(10):247-252.(WANG Mingshu,ZHU Ming. Evaluating intensive land use situation of development zone based oncloud models[J]. Transactions of the Chinese Society of Agricultural Engineering,2012,28(10):247-252.(in Chinese))
|
[16] |
XU Z,ZHU P,MEI J.Research on backwardcloud modelwith uncertainty[J]. Journal of Networks,2013,8(11):2 556-2 563.
|
[17] |
汪明武,李 健,徐 鹏,等. 膨胀土与石灰改良膨胀土膨胀性的云模型评价[J]. 东南大学学报:自然科学版,2014,44(2):396-400.(WANG Mingwu, LI Jian, XU Peng,et al. Cloud model for shrinkage-swelling propertyclassification of untreated and lime-treated expansive clays[J]. Journal of Southeast University:Natural Science Edition,2014,44(2):396-400.(in Chinese))
|
[18] |
邓雪,李家铭,曾浩健,等. 层次分析法权重计算方法分析及其应用研究[J]. 数学的实践与认识,2012,42(7):93-100.(DENG Xue,LI Jiaming,ZENG Haojian,et al.Research on computation methods of AHP wight vector and its applications[J]. Mathematics in Practice and Theory,2012,42(7):93-100.(in Chinese))
|
[19] |
汪明武,金菊良.投影寻踪方法在边坡稳定性评价中的应用[J].岩土工程学报,2002,24(5):619-621.(WANG Mingwu,JIN Juliang. Application of projection pursuit method to assessment of slope stability[J].Chinese Journal of Geotechnical Engineering,2002,24(5):619-621.(in Chinese))
|
[20] |
马胜蓝,叶东毅. 信息熵最小约简问题的若干随机优化算法[J].模式识别与人工智能,2012,25(1):96-104.(MA Shenglan,YE Dongyi. Research on computing minimum entropy based attribute reductionvia stochastic optimization algorithms[J].PTA&AT,2012,25(1):96-104.(in Chinese))
|
[21] |
李 健,汪明武,徐 鹏,等. 基于云模型的围堰稳定性分类[J].岩土工程学报,2014,36(1):84-87.(LI Jian,WANG Mingwu,XU Peng,et al. Classification of stability of surrounding rock using cloud model[J].Chinese Journal of Geotechnical Engineering,2014,36(1):84-87.(in Chinese))
|
[22] |
邓廷权,王占江,汪培培,等. 二型模糊集的模糊熵研究[J].控制与决策,2012,27(3):408-412.(DENG Tingquan,WANG Zhanjiang,WANG Peipei,etal.Study on fuzzy entropy of type-2 fuzzy sets[J]. Control and Decision,2012,27(3):408-412.(in Chinese))
|
[23] |
李健,汪明武,徐鹏,等. 基于云模型的围堰稳定性分类[J].岩土工程学报,2014,36(1):84-87.(LI Jian,WANG Mingwu,XU Peng,etal. Classification of stability of surrounding rock using cloud model[J].Chinese Journal of Geotechnical Engineering,2014,36(1):84-87.(in Chinese))
|
[24] |
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 eternizes 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.(in Chinese))
|