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[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
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