个人简历
李守巨，男，1982年本科毕业于阜新矿业学院矿井建设专业，1986年研究生毕业于中国矿业学院矿山建筑系，2004年博士毕业于大连理工大学工程力学系。从事岩石力学、边坡稳定评估、混凝土结构设计和模型参数反演等方面的研究工作。在边坡稳定模拟分析、工程结构抗震、模型参数智能反演、混凝土管片优化设计和有限元数值模拟等进行了系统的研究。 教育经历Education Background1978.91982.7阜新矿业学院矿井建设学士1976.91978.7老大房中学无2002.32004.11大连理工大学工程力学博士1983.91986.7中国矿业学院矿山建筑硕士工作经历Work Experience2008.12至今大连理工大学教授1994.82008.12大连理工大学副教授1986.81994.7阜新矿业学院讲师1982.81983.8铁法矿务局晓南矿助理工程师专利 一种新型盾构管片粘钢接头 一种新型盾构管片铰接接头 科研项目 蒲石河电站上水库混凝土面板堆石坝应力和应变状态有限元分析, 2014/09/15-2015/05/05, 进行 笔架山山体维护及建筑基础稳定性实验研究及其稳定性安全评估分析, 2013/07/05-2013/12/05, 进行 笔架山山体维护及建筑基础稳定性安全评估分析, 2013/09/30-2014/12/30, 进行 考虑形状效应的TBM主承力结构损伤机理及最优力流子结构裂纹扩展寿命预估, 国家自然科学基金项目, 2018/08/16, 进行 新疆EH工程TBM刀盘有限元分析复核验算, 企事业单位委托科技项目, 2017/11/06-2018/12/31, 完成 著作成果 砌体结构设计规范释义与应用 建筑地基基础设计规范释义与应用 建筑结构抗震设计规范释义与应用 混凝土结构设计规范释义与应用 盾构机土仓压力控制技术 智能计算与参数反演 地基基础与地下防水工程监理实务
研究领域
混凝土管片优化设计和有限元数值模拟模型参数智能反演工程结构抗震边坡稳定评估岩石力学""
近期论文
[1]王志云,李守巨,于贺.盾构机土仓压力平衡系统混合建模方法研究进展[J],水利水电技术,2019,S1:6-11 [2]王志云,李守巨,上官子昌,李浩,刘超,颜雄.盾构隧道双层衬砌结构弯矩分配的解析模型[J],安徽理工大学学报（自然科学版）,2019,39(1):16-20 [3]李守巨,郭凯,于贺.琼州海峡海底隧道混凝土管片内力分布特征数值模拟[J],工程建设,2019,51(3):1-8 [4]王志云,李守巨,王颂.混凝土细观本构模型参数反演的估计方法[J],黑龙江科技大学学报,2019,29(2):225-229 [5]李守巨,刘军豪,刘文怡.琼州海峡隧道盾构管片内力分析及截面设计[J],辽宁工程技术大学学报(自然科学版),2018,03:547-552 [6]李守巨,王颂,于贺.堆石料细观本构参数反演的CLUMP颗粒模型[J],黑龙江科技大学学报,2018,28(1):85-90 [7]王志云,李守巨,李雨陶.隧道混凝土管片接头极限状态抗弯刚度的计算模型[J],黑龙江科技大学学报,2017,27(6):646-652 [8]Kang, Fei,Liu, Jia,Li, Junjie,Li, Shouju.Concrete dam deformation prediction model for health monitoring based on extreme learning machine[J],STRUCTURAL CONTROL & HEALTH MONITORING,2017,24(10) [9]李守巨,付佳星,王荣成,屈福政,苏冬,刘大强,徐宏伟.地震作用下核环吊动力响应模型的实验相似准则[J],黑龙江科技大学学报,2017,27(5):537-542 [10]李守巨,李雨陶,上官子昌.混凝土管片极限承载力计算模型及其模拟分析[J],中国矿业大学学报,2017,46(2):397-403 [11]李守巨,于申,刘军豪.轴力对混凝土管片极限承载力影响的计算模型[J],煤炭学报,2017,42(1):236-241 [12]李守巨,李雨陶,上官子昌,于申.混凝土管片及其接头承载力特性数值模拟分析[J],山东科技大学学报（自然科学版）,2017,36(1):72-77,117 [13]李守巨,刘军豪,上官子昌,于申.钢筋混凝土直螺栓管片接头抗弯极限承载力的简化计算模型[J],隧道建设,2017,37(1):18-23 [14]李守巨.Analytical Models for Effective Flexural Rigidity of Concrete Segments and Joints[A],International Conference on Transportation Infrastructure and Materials,2017 [15]李守巨.Computational Models for Bending Stiffness of Concrete Segment Joints in Subway Tunnel[A],Proceeding of the 9th Japan-China Conference on Shield-driven Tunneling in 2017/SAPPORO Japan,2017 [16]李守巨.ARMA Model for Earth Pressure Balance System of Shield and Experimental Investigations[J],Electronic Journal of Geotechnical Engineering,2017,22(10):3925-3938 [17]Liu, Wenyi,Li, Shouju.Application of Formative Assessments to Vocational College English Teaching and Learning[A],PROCEEDINGS OF THE 2017 3RD CONFERENCE ON EDUCATION AND TEACHING IN COLLEGES AND UNIVERSITIES (CETCU 2017),2017,93:200-203 [18]刘文怡,李守巨.学生个体特性差异对英语学习能力的影响分析[J],新课程研究（中旬-双）,2016,6:105-106 [19]李守巨,李德,于申.压头作用下岩石破碎过程的细观模拟[J],西安科技大学学报,2016,36(6):769-774 [20]邱培,李守巨,上官子昌.盾构隧道管片内力特性分析和管片配筋设计[J],辽宁工程技术大学学报(自然科学版),2016,35(10):1111-1116 [21]刘文怡,李守巨.基于交际教学法的中等职业学校学生英语交际能力建构[J],新课程研究（中旬-双）,2016,5:100-102 [22]康飞,李俊杰,李守巨,李红军.边坡系统可靠度分析智能响应面法框架[J],武汉大学学报（工学版）,2016,49(5):654-660 [23]李守巨,上官子昌,李雨陶,张军.混凝土管片及其接头极限承载力特性计算分析[J],建井技术,2016,37(4):23-27,8 [24]刘文怡,李守巨.基于建构主义的中等职业学校英语教学模式研究[J],黑龙江科学,2016,7(12):78-80,83 [25]邱培,李守巨,于申.地层损失率对盾构隧道管片内力特性影响分析[J],工程建设,2016,48(3):1-5,12 [26]李守巨,刘军豪,张军.基于VB与APDL的螺栓连接件有限元模拟二次开发[J],黑龙江科技大学学报,2016,26(1):80-84 [27]李守巨,李浩,上官子昌.盾构隧道管片弯矩分布特性数值模拟分析[J],安徽理工大学学报（自然科学版）,2016,36(1):1-5 [28]李守巨.Computational models for design of concrete segments with symmetrical reinforcement bars under the action of bending moments and axial forces[A],ference on Computational Methods,2016 [29]康飞,李俊杰,李守巨.Structural health monitoring of concrete dams using least squares support vector machines[A],The 2016 World Congress on the 2016 Structures Congress （Structures 16）,2016,1-13 [30]康飞,李俊杰,李守巨,李红军.边坡系统可靠度分析智能响应面法框架[A],中国土木工程学会,2016,654-660 [31]Li, Shouju,Yu, Shen,Shangguan, Zichang,Wang, Zhiyun.Estimating model parameters of rockfill materials based on genetic algorithm and strain measurements[J],GEOMECHANICS AND ENGINEERING,2016,10(1):37-48 [32]Liu, Wenyi,Li, Shouju.Task-Based English Teaching Approaches in Secondary Vocational School Based on Constructivist Learning Theory[A],International Conference on Education, E-learning and Management Technology (EEMT),2016,44:22-26 [33]李守巨,李浩.地应力释放率对盾构隧道管片内力影响的模拟分析[J],工程建设,2015,47(5):1-5 [34]李守巨,上官子昌,王颂.铝合金材料蠕变模型参数优化反演方法[J],航空计算技术,2015,5:5-7,10 [35]李守巨,李浩,上官子昌.地震作用下岩石边坡稳定性有限元模拟[J],辽宁工程技术大学学报(自然科学版),2015,09:1026-1030 [36]郭靖,赵红华,李守巨,周坤.上游水位变化对堆石坝变形特性影响分析[J],水利学报,2015,S1:291-295 [37]Li S.,Shangguan Z.,Cao L..Influences of ground loss ratios on internal force characteristics on segments of tunnel linings[J],Electronic Journal of Geotechnical Engineering,2015,20(10):4223-4232 [38]李守巨,于申.基于宏观实验数据堆石料细观本构模型参数反演[J],山东科技大学学报,2015,34(5):20-26 [39]李守巨.Back-analysis of initial stress fields in underground powerhouse using deformation data observed in field[A],ICCM2015,2015 [40]李守巨.Numerical Simulations for Distribution Characteristics of Internal Forces on Segments of Tunnel Linings[A],International Conference on Applied Mechanics, Mechatronics and Intelligent System (AMMIS2015),2015,9-15 [41]李守巨.Numerical simulations for bending moment distribution on linings of tunnel excavated by shield[J],Applied Mechanics and Materials,2015,744-746:1033-1038 [42]李守巨.Parameter estimation approach for particle flow model of rockfill materials using response surface method[J],International Journal of Computational Materials Science and Engineering,2015,4(1) [43]李守巨,上官子昌,王颂.铝合金材料蠕变模型参数优化反演方法,航空计算技术[J],航空计算技术,2015,45(5):5-7 [44]Li S.,Shangguan Z.,Yu S..Meso-simulation for fracture process of inhomogeneous rock specimen[J],Electronic Journal of Geotechnical Engineering,2015,20(15):6713-6720 [45]李守巨,霍军周,曹丽娟.盾构机土压平衡系统的ARMA模型及其参数估计[J],煤炭学报,2014,39(11):2201-2205 [46]田泽润,李守巨,于申.白山抽水蓄能泵站地下厂房的岩体力学参数反演[J],岩土力学,2014,35(z2):508-513 [47]李守巨,张军,梁金泉,孙振祥.基于堆石坝竣工期沉降观测数据的材料非线性本构模型参数反演[J],岩土力学,2014,35(z2):61-67,74 [48]李守巨,于申,孙振祥,曹丽娟.基于神经网络的堆石料本构模型参数反演[J],计算机工程,2014,40(6):267-271 [49]李守巨,李德,武力,曹丽娟.非均质岩石单轴压缩试验破坏过程细观模拟及分形特性[J],煤炭学报,2014,39(5):849-854 [50]李守巨,张军,景建伟,梁金泉,田泽润.蒲石河混凝土面板堆石坝沉降特性分析[J],力学与实践,2014,02:201-206 [51]Li Shou-ju,Yu Shen,Qu Fu-zheng.Modeling approaches to pressure balance dynamic system in shield tunneling[J],JOURNAL OF CENTRAL SOUTH UNIVERSITY,2014,21(3):1206-1216 [52]Li S.,Wu J.,Yu S.,Li H.,Qiu P..Influence of roughness fractal dimension of fracture surfaces on hydraulic characteristics[J],Electronic Journal of Geotechnical Engineering,2014,19 U(U):6259-6271 [53]李守巨.Parameter estimation approach for particle flow model of rockfill materials using response surface method[A],ICCM2014,2014 [54]李守巨,于申,崔娟,曹丽娟.盾构机切刀切土过程的有限元模拟分析[J],地下空间与工程学报,2013,9(6):1346-1349,1393 [55]李德,李守巨,于申,曹丽娟.压头作用下岩石破碎过程分形特性研究[J],岩土工程学报,2013,S2:314-319 [56]李守巨,于申,张军,田泽润.混凝土面板堆石坝蠕变沉降经验模型及其应用[J],岩土力学,2013,z2:252-256 [57]李守巨,于申,李德,武力.遗传算法的堆石料非线性本构模型参数反演方法[J],辽宁工程技术大学学报（自然科学版）,2013,32(9):1199-1203 [58]Cao, L.J.,Li, S.J.,Shangguan, Z.C..Numerical simulation of residual stresses induced from shot peening with finite element method[J],Applied Mechanics and Materials,2013,433-435:1898-1901 [59]李守巨,于申,孟庆琳,曹丽娟,屈福政.盾构机土仓压力平衡模型参数辨识方法研究[J],地下空间与工程学报,2013,9(4):819-824 [60]张强,聂国强,李守巨.螺旋钻采煤机承压输送数学模型及仿真研究[J],煤炭学报,2013,38(z1):231-235 [61]Cao, Lijuan,Li, Shouju,Shangguan, Zichang.Numerical Simulation for Rock Fracturing Process under Action of Disc Cutter[A],4th International Conference on Manufacturing Science and Engineering (ICMSE 2013),2013,690-693:3054-+ [62]李守巨.Experimental study on the pressure control of soil chamber in shield tunneling[J],JOURNAL OF COAL SCIENCE & ENGINEERING,2013,19(3):414-420 [63]Li S.,Li D.,Yu S..Decision support system for optimization control in shield excavating process[J],Electronic Journal of Geotechnical Engineering,2013,18 Z:6007-6019 [64]李守巨,于贺,曹丽娟.盾构机土仓压力平衡系统智能建模及其实验[J],煤炭学报,2012,37(z2):325-329 [65]李守巨,曹丽娟,刘进宝.一种新的盾构机土仓压力控制模式及其实验研究[J],煤炭学报,2012,37(7):1118-1122 [66]Li Shou-ju,Shao Long-tan,Wang Ji-zhe,Liu Ying-xi.Inverse procedure for determining model parameter of soils using real-coded genetic algorithm[J],JOURNAL OF CENTRAL SOUTH UNIVERSITY,2012,19(6):1764-1770 [67]Cao L.,Shangguan Z.,Li S..Nonlinear identification approach of nonlinear constitutive model of soil material with optimization procedure[A],2012 International Conference on Building Materials and Structural Engineering, BMSE2012,2012,461:686-689 [68]曹丽娟,李守巨,上官子昌.盾构机密封舱压力控制方法研究进展[J],隧道建设,2012,32(1):26-31 [69]李守巨,曹丽娟.盾构机土仓压力控制模型及其参数辨识[J],煤炭学报,2012,37(2):206-210 [70]Li S.,Shangguan Z.,Wang J..Computer simulation of sequential impoundment process of concrete-faced rockfill dam[J],Journal of Computers,2012,7(8):1801-1808 [71]Li S.,Cao L.,Wu L..Numerical simulation for brittle fracture process in heterogeneous rock under uniaxial compression test[J],Electronic Journal of Geotechnical Engineering,2012,17 M:1939-1946 [72]李守巨.Back analysis of material parameters of concrete dam using genetic algorithm[A],Advanced Materials Research,2012,562:1955-1958 [73]李守巨.盾构机土仓压力平衡系统模型参数在线估计及其实验研究[J],防灾减灾工程学报,2012,32(增2):117-122 [74]李守巨.Simulation study of the strength of pick based on LS-DYNA in different hardness of rock[A],Advanced Materials Research,2012,567:232-235 [75]李守巨.Modification for fatigue curves based on component reliability[A],Advanced Materials Research,2012,590:116-121 [76]Yu S.,Li S..Estimating model parameters of rockfill materials using neural network approach[J],Electronic Journal of Geotechnical Engineering,2012,17 Y:3645-3655 [77]Man, Lintao,Li, Shouju.Numerical Simulation of Rock Fragmentation Process Induced by Two Disc Cutters[A],International Conference on Material Engineering, Architectural Engineering and Informatization (MEAEI 2011),2011,366:224-228 [78]李守巨,陈禹臻,王吉喆,屈福政.盾构机密封舱压力控制模型参数辨识[J],计算机工程与应用,2011,47(29):239-241 [79]Meng, Qinglin,Qu, Fuzheng,Li, Shouju.Experimental investigation on viscoplastic parameters of conditioned sands in earth pressure balance shield tunneling[J],JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY,2011,25(9):2259-2266 [80]李守巨,陈禹臻,曹丽娟,上官子昌.土压平衡盾构机密封舱压力控制机理模型研究[A],第十一届全国土力学及岩土工程学术会议,2011,693-697 [81]满林涛,李守巨.盘形滚刀破岩过程有限元数值模拟[J],工程建设,2011,43(4):1-5 [82]李守巨,陈禹臻,曹丽娟,上官子昌.土压平衡盾构机密封舱压力控制机理模型研究[J],岩土工程学报,2011,S1:41-45 [83]Li Shouju,Cao Lijuan,Qu Fuzheng,Shangguan Zichang.Control of Dynamical System in Shield Tunneling Using Neural Network[A],9th World Congress on Intelligent Control and Automation (WCICA),2011,28-31 [84]Duan H.,Li S.,Liu Y..A nonlinear two-stage damage identification method for steel frames[J],International Journal of Advancements in Computing Technology,2011,3(4):109-120 [85]Yu, He,Li, Shouju,Duan, Hongxia,Liu, Yingxi.A procedure of parameter inversion for a nonlinear constitutive model of soils with shield tunneling[J],3rd International Symposium on Nonlinear Dynamics,2011,61(8,SI):2005-2009 [86]刘博,李守巨.土压平衡盾构机密封舱土压力控制研究[J],哈尔滨工业大学学报,2011,S1:262-266 [87]于贺,李守巨,满林涛,崔娟.岩体分形裂隙网络系统中水流动研究进展[J],哈尔滨工业大学学报,2011,S1:94-99 [88]上官子昌,李守巨,孙伟,栾茂田,亢晨钢.盾构机掘进工作面土压力计算方法比较分析[J],哈尔滨工业大学学报,2011,S1:111-114 [89]上官子昌,李守巨,亢晨钢,栾茂田.盾构机密封舱土压力分布的有限元数值模拟[J],辽宁工程技术大学学报(自然科学版),2011,30(1):85-88 [90]段红霞,李守巨,刘迎曦,袁旭东.钢框架结构两阶段损伤诊断方法[J],大连理工大学学报,2011,51(1):7-13 [91]段红霞,李守巨,刘迎曦.地震作用下钢结构损伤过程数值模拟[J],工程力学,2011,28(2):198-204 [92]孟庆琳,屈福政,李守巨.土体旋转流变仪开发与土压平衡盾构改性土体塑性流动特性实验[J],岩土工程学报,2011,33(10):1642-1648 [93]Wang J.,Li S.,Cui J.,Man L..Parameter inversion of constitutive model of soil using neural networks[J],Advances in Intelligent and Soft Computing,2011,105:417-420 [94]李守巨.Parameter Inversion of Constitutive Model of Soil Using Neural Networks, CSISE 2011[A],Advances in Computer Science, Intelligent System and Environment,2011,105:417-420 [95]李守巨.盾构机土仓压力控制技术[J],大连理工大学出版社,2011 [96]李守巨.A nonlinear two-stage damage identification method for steel frames[A],International Journal of Advancements in Computing Technology,2011,3(4):109-120 [97]李守巨,刘迎曦.Study on Temperature Distribution due to Freezing and Thawing at Fengman Concrete Gravity Dam[J],Thermal Science,2011,15(1):27-32 [98]李守巨.A procedure of parameter inversion for a nonlinear constitutive model of soils with shield tunneling[A],Computers and Mathematics with Applications,2011,61:2005-2009 [99]Yu, He,Li, Shouju,Liu, Yingxi,Chen, Changlin.STUDY ON TEMPERATURE DISTRIBUTION DUE TO FREEZING AND THAWING AT THE FENGMAN CONCRETE GRAVITY DAM[J],THERMAL SCIENCE,2011,15(,SI):S27-S32 [100]李守巨,屈福政,曹丽娟,孙伟,刘博.土压平衡盾构机密封舱压力控制实验研究[J],煤炭学报,2011,36(6):934-937
