刘泉声简介
刘泉声，男，1962年8月5日生。岩土工程博士，教授、博导。
1979年9月-1983年7月，山东矿业学院土木工程系矿井建设专业本科；
1983年9月-1986年7月，中国科学院武汉岩土力学研究所岩土力学专业硕士研究生；
1996年9月-2000年10月，中国科学院武汉岩土力学研究所岩土工程专业在职博士研究生。
1986年7月，中国科学院武汉岩土力学研究所，研究实习员；
1988年12月，中国科学院武汉岩土力学研究所，助理研究员；
1994年6月，中国科学院武汉岩土力学研究所，副研究员；
1996年12月，中国科学院武汉岩土力学研究所，研究员；
1995年，国务院政府特殊津贴；
1997年8月～1998年7月，日本通产省工业技术院资源环境技术综合研究所客座研究员；
2001年1月～6月，日本地质调查所特别研究员(STA Fellow)；
2004年1月，中国科学院武汉岩土力学研究所地下工程方向责任研究员；
2007年9月，中国科学院二级研究员。
2008年，教育部“********”；
2009年7月，武汉大学土木建筑工程学院二级教授；
2009年11月，武汉大学土木建筑工程学院副院长；
2013年，湖北省有突出贡献的中青年专家；
2013年8月，国家973计划项目“深部复合地层围岩与TBM相互作用机理及安全控制”首席科学家。
2016年12月，武汉大学土木建筑工程学院院长。
学术与社会团体兼职：国际岩石力学学会会员、中国岩石力学与工程学会常务理事、中国煤炭学会理事、中国岩石力学与工程学会软岩工程与深部灾害控制分会理事长、中国岩石力学与工程学会地下工程分会副理事长、中国岩石力学与工程学会岩石力学测试专业委员会副主任委员、湖北省力学学会常务理事；国家自然科学基金委员会第十二、十三届专家评审组成员；《岩石力学与工程学报》、《岩土力学》、《煤炭科学技术》编委,《煤炭科技》编委会副主任、《隧道与地下工程灾害防治》副主编。湖北省第十一、十二届政协常委，民盟中央第十一、十二届委员会委员。
主要从事深部地压灾害治理（深部软弱围岩破裂碎胀大变形灾害预测分析与控制、深部软弱围岩地应力测试方法及变形监测预警）、复合地层与TBM相互作用机理及安全控制、裂隙岩体温度-应力-水流耦合过程模拟等研究，先后主持国家自然科学基金项目8项（重点项目2项、国际合作重大项目1项、面上项目4项、国际会议交流项目1项）；主持国家973计划项目、技术创新基金项目、国家科技支撑计划项目课题、国家交通西部科技项目、国家国防科工局高放废物地质处置专项等国家级重大重点项目10多项，重大工程科研项目30余项。发表SCI收录论文146篇（第一/通讯作者88篇）、 EI收录论文275篇（第一/通讯作者162篇）。获中国发明专利38项，国际（澳大利亚）PCT专利1项。获国家科技进步二等奖4项（2020、2016、2010排名第一、2000排名第二）、省级科技进步特等奖1项、一等奖2项、二等奖1项。出版专著3部。
主要成果目录：
1、获奖
（1）国家科技进步二等奖“深部复合地层隧（巷）道TBM安全高效掘进控制关键技术”，2020年度（排名第一）
（2）国家科技进步二等奖“深部隧（巷）道破碎软弱围岩稳定性监测控制关键技术及应用”，2016年度（排名第一）
（3）国家科技进步二等奖“煤矿千米深部岩巷稳定控制关键技术及应用”，2010年度（排名第一）；
（4）国家科技进步二等奖“复杂条件下地下工程开挖支护技术的理论方法与应用研究”，2000年度（排名第二）。
（5）湖北省科技进步特等奖“深部复杂地层TBM安全高效掘进控制关键技术及应用”，2019年度
（6）湖北省科技进步一等奖“煤矿深部岩巷稳定控制理论与支护成套技术研究及应用”，2009年度
（7）湖北省科技进步一等奖“隧道激光定位与变形监测系统研发及应用”，2010年度
（8）河南省科技进步二等奖“煤矿深部围岩结构与应力场探测分析及控制成套技术”，2015年度
2、专著
（1）刘泉声，高玮，袁亮，《煤矿深部岩巷稳定控制理论与支护技术及应用》，科学出版社，2010年1月；
（2）刘泉声，康永水，黄诗冰，徐光苗，刘小燕，朱元广，《岩体低温力学特性与多场耦合理论》，科学出版社，2018年10月；
（3）高玮，刘泉声，《基于仿生计算智能的地下工程反分析——理论与应用》，科学出版社，2009年5月
2、发明专利
（1）煤系岩石残余碎胀系数测量方法及系统（ZL1.X）
（2）粘结裂纹模型中的岩石软化曲线确定方法及装置（ZL6.5）
（3）岩石内部裂纹制作及注浆效果定量评价方法（ZL3.8）
（4）TBM破岩矿渣数字近景摄影测量识别与反演方法（ZL0.9）
（5）一种用于六向压应力传感器的标定装置 （CN1.4 ）
（6）一种隧/巷道掌子面炮眼快速散点定位装置及方法（CN8.6）
（7）一种TBM滚刀受力在线实时监测装置与监测方法，(ZL3.1)
（8）煤矿深部巷道区域围岩结构演化过程探测分析方法 （ZL0.X）
（9）一种用于深部软岩应力测量的光纤光栅式六向压力传感器（ZL7.7）
（10）一种流变应力恢复法地应力测量的安装装置（ZL6.9）
（11）一种用于岩土完全应力测量的光纤光栅式压力传感器（ZL3.6）
（12）一种煤矿深部多点位移计测点锚固剂推送装置（ZL2.0）
（13）一种围岩与全断面隧道掘进机护盾相互作用过程监测方法（ZL1.1）
（14）一种盾构刮刀磨损在线实时监测系统（ZL6.5）
（15）一种适用于TBM隧洞的声发射监测实时系统（ZL20**.1）
（16）一种TBM滚刀磨损在线实时监测装置及监测方法（ZL2.X）
（17）一种富水破碎软岩巷道自溶解注浆加固方法（ZL2.0）
（18）一种煤矿深部绞车房加固基坑以及软弱绞车基坑加固方法（ZL3.X）
（19）一种岩石裂隙冻胀变形量的测试装置（ZL2.6）
（20）一种钻孔摄像探测空腔几何轮廓的装置及方法（ZL3.7）
（21）采用连接杆的软岩多测点地应力测试方法（ZL0.5）
（22）注浆锚索（ZL2.8）
（23）采用传感柱的软岩多测点地应力测试方法（ZL8.1）
（24）地应力传感柱的制作方法与装置（Zl7.3）
（25）A deep softrock geostress test method and device based on rheological stress recovery principle (澳洲发明专利)
（26）一种模拟岩石裂隙冻融水热迁移的试验装置（ZL6.3）
（27）基于流变应力恢复原理的深部软岩地应力测试方法和装置（ZL4.6）
（28）一种基于光纤光栅传感的岩土三向压应力传感器（ZL3.6）
（29）一种煤矿巷道多功能可移动式操作平台（ZL7.2）
（30）煤矿深井巷道穿越断层带管幕超前支护施工方法（ZL7.8）
（31）围岩内部变形光学观测装置(ZL3.X)
（32）围岩内部位移的远距离观测装置（ZL5.1）
（33）围岩位移计算方法(ZL4.6)
（34）地下工程围岩位移实时观测装置（ZL9.X）
（35）微生物地下水渗流阻塞观测的方法及装置（ZL 2009 1 **.4）
（36）砂层渗流淤堵模拟装置（ZL 8.1）
（37）一种软弱膨胀型围岩巷道支护方法（ZL6.X）
（38）隧道无线激光放样装置(ZL1.3)
（39）机械式多点位移计(ZL6.5)
3、主要论文
1. Liu Quansheng*, Xu Xiaoyu, Tang Xuhai, A Numerical Study Of The Influence Of Cyclic Grouting And Consolidation Using Tough2,Bulletin Of Engineering Geology And The Environment, 2021，80: 145-155
2. Liu Quansheng, Wang Xinyu, Huang Xing, Prediction Model Of Rock Mass Class Using Classification And Regression Tree Integrated Adaboost Algorithm Based On Tbm Driving Data, Tunnelling And Underground Space Technology, 2020,? 106:103595
3. Liu Xuewei, Liu Quansheng, He Jun, Numerical Simulation Of Cracking Process in Rock Mass Under the Coupled Thermo-Mechanical Condition, International Journal Of Computational Methods,2020,17(9): **
4. Wang Weiqin, Liu Quansheng*, Ma Hao, Numerical Analysis Of Material Modeling Rock Reinforcement In 2D FDEM And Parameter Study, Computers And Geotechnics, 2020，126：103767
5. Deng Penghai, Liu Quansheng*, Ma Hao, Time-Dependent Crack Development Processes Around Underground Excavations，Tunnelling And Underground Space Technology，2020，? 103：103518
6. Liu Xuewei, Liu Quansheng, Kang Yongshui, Investigation on Relationship of the Burial Depth And Mechanical Properties for Sedimentary Rock，Arabian Journal of Geosciences，2020，?13：760
7. Lei Guangfeng, Liu Quansheng, Peng Xingxin, Experimental Study On Mechanical Properties Of Fractured Rock Mass Under Different Anchoring Modes，European Journal Of Environmental And Civil Engineering，2020，?24（7）：? 931-948
8. Pan Yucong, Liu Quansheng*, Liu Qi, Full-Scale Linear Cutting Tests To Check And Modify A Widely Used Semi-Theoretical Model For Disc Cutter Cutting Force Prediction，Acta Geotechnica，2020，? 15（6）：? 1481-1500
9. Zhu Yuanguang, Liu Quansheng, Liu Xuewei, Analytical Solutions For The Circular Stress Transducer Embedded In Rheological Rock Mass，Applied Mathematical Modelling，2020，81：538-558.
10. Liu Quan-Sheng, Wu Jian, Zhang Xiao-Ping, Microseismic Monitoring to Characterize Structure-Type Rockbursts: A Case Study of a TBM-Excavated Tunnel，Rock Mechanics and Rock Engineering，2020，53（7）：? 2995-3013
11. Quansheng Liu, Weiqin Wang, Hao Ma, Parallelized Combined Finite Discrete Element (FDEM) Procedure Using Multi-GPU With CUDA, International Journal of Numerical Analysis Methods in Geomechanics, 2020, 44(2): 208-238
12. Penghai Deng, Quansheng Liu*, Influence of the Softening Stress Path on Crack Development around Underground Excavations: Insights from 2D-FDEM Modelling, Computers and Geotechnics, 2020,117: 103239
13. Sun Lei, Liu Quansheng, Grasselli Giovanni, Simulation of Thermal Cracking in Anisotropic Shale Formations Using the Combined Finite-Discrete Element Method, Computers And Geotechnics, 2020: 103237
14. Yucong Pan, Quansheng Liu*, Xingxin Peng, Qi Liu, Jianping Liu, Xing Huang, Xianze Cui, Tao Cai, Full?Scale Linear Cutting Tests to Propose Some Empirical Formulas for TBM Disc Cutter Performance Prediction, Rock Mechanics and Rock Engineering, 2019, 52:4763–4783.
15. Lei Sun, Giovanni Grasselli, Quansheng Liu, Xuhai Tang, Coupled hydro-mechanical analysis for grout penetration in fractured rocks using the finite-discrete element method, International Journal of Rock Mechanics and Mining Sciences, 2019, 124: 104138
16. Quan-Sheng Liu, Yi-Fan Zhao, Xiao-Ping Zhang, Case study: using the point load test to estimate rock strength of tunnels constructed by a tunnel boring machine, Bullitin of Engineering Geology and Environment, 2019, 78: 1727–1734.
17. Liu Quansheng, Deng Penghai, A numerical investigation of element size and loading/unloading rate for intact rock in laboratory-scale and field-scale based on the combined finite-discrete element method[J]. Engineering Fracture Mechanics, 2019, 211: 442-462.
18. Liu Quansheng, Sun Lei, Simulation of coupled hydro-mechanical interactions during grouting process in fractured media based on the combined finitediscrete element method, Tunnelling and Underground Space Technology. 2019, 84: 472-486.
19. Liu Quansheng, Sun Lei, Tang Xuhai, Investigate the influence of the insitu stress conditions on the grout penetration process in fractured rocks using the combined finitediscrete element method. Engineering Analysis with Boundary Elements, 2019, 106: 86-101.
20. Liu Quansheng*, Tian Yongchao, Ji Peiqi, Ma Hao, Experimental investigation of the peak shear strength criterion based on three-dimensional surface description. Rock Mechanics and Rock Engineering, 2018, 51(4): 1005-1025.
21. Liu Quansheng*, Liu Qi, Pan Yucong, Liu Xuewei, Kong Xiaoxuan, Deng Penghai, Microcracking mechanism analysis of rock failure in diametral compression tests. Journal of Materials in Civil Engineering, 2018, 30(6): 1-14.
22. Pan Yucong, Liu Quansheng*, Liu Jianping, Peng Xingxin, Kong Xiaoxuan, Full-scale linear cutting tests in Chongqing Sandstone to study the influence of confining stress on rock cutting forces by TBM disc cutter. Rock Mechanics and Rock Engineering, 2018, 51: 1697–1713.
23. Pan Yucong, Liu Quansheng*, Peng Xingxin, Kong Xiaoxuan, Liu Jianping, Zhang Xiaobo, Full-scale rotary cutting test to study the influence of disc cutter installment radius on rock cutting forces. Rock Mechanics and Rock Engineering, 2018, 51: 2223–2236.
24. Pan Yucong, Liu Quansheng*, Liu Jianping, Liu Qi, Kong Xiaoxuan, Full-scale linear cutting tests in Chongqing Sandstone to study the influence of confining stress on rock cutting efficiency by TBM disc cutter. Tunneling and Underground Space Technology, 2018, 80: 197-210.
25. Pan Yucong, Liu Quansheng*, Liu Jianping, Huang Xing, Liu Qi, Peng Xingxin, Comparison between experimental and semi-theoretical disc cutter cutting forces: Implications for frame stiffness of the linear cutting machine. Arabian Journal of Geosciences, 2018, 11: 266.
26. Liu Qi, Liu Quansheng*, Pan Yucong, Peng Xingxin, Deng Penghai, Huang Kai, Experimental study on rock indentation using infrared thermography and acoustic emission techniques. Journal of Geophysics and Engineering, 2018, 15(5): 1864-1877.
27. Tian Yongchao, Liu Quansheng*, Ma Hao, Liu Qi, Deng Penghai, New peak shear strength model for cement filled rock joints. Engineering Geology, 2018, 233: 269-280.
28. Tian Yongchao, Liu Quansheng*, Liu Dongfeng, Kang Yongshui, Deng Penghai, He Fan , Updates to Grasselli’s Peak Shear Strength Model. Rock Mechanics and Rock Engineering, 2018,51(7): 2115-2133.
29. Wu Zhijun, Xu Xiangyu, Liu Quansheng*, Yang Yongtao, A zero-thickness cohesive element-based numerical manifold method for rock mechanical behavior with micro-Voronoi grains. Engineering Analysis With Boundary Element Methods, 2018, 96: 94-10.
30. Liu Quansheng, Jiang Yalong, Wu Zhijun, He Jun (2018) A Voronoi element based-numerical manifold method (VE-NMM) for investigating micro/macro-mechanical properties of intact rocks. Engineering Fracture Mechanics, 2018, 199: 71-85.
31. Liu Quansheng, Jiang Yalong, Wu Zhijun, Qian Zhicheng, Xu Xiangyu, Numerical modeling of acoustic emission during rock failure process using a Voronoi element based-explicit numerical manifold method. Tunneling and Underground Space Technology, 2018,79: 175-189.
32. Liu Quansheng, Sun Lei, Tang Xuhai, Chen Lei, Simulate intersecting 3D hydraulic cracks using a hybrid FE-Meshfree method. Engineering Analysis with Boundary Elements, 2018, 91: 24-43.
33. He Jun, Liu Quansheng*, Wu Zhijun, Jiang Yalong , Geothermal-related thermo-elastic fracture analysis by numerical manifold method. Energies, 2018,11: **.
34. Liu Quansheng, Sun Lei, Tang Xuhai, Guo Bo, Modelling hydraulic fracturing with a point-based approximation for the maximum principal stress criterion. Rock Mechanics and Rock Engineering, 2018. https://doi.org/10.1007/s00603-018-1648-1 (Online)
35. Pan Yucong, Liu Quansheng*, Kong Xiaoxuan, Liu Jianping, Peng Xingxin, Liu Qi. Full-scale linear cutting test in Chongqing Sandstone and the comparison with field TBM excavation performance. Acta Geotechnica, 2018. https://doi.org/10.1007/s11440-018-0702-1 (Online)
36. Pan Yucong, Liu Quansheng*, Liu Qi, Huang Xing, Liu Jianping, Peng Xingxin. Comparison and correlation between the laboratory, semi-theoretical and empirical methods in predicting the field excavation performance of tunnel boring machine (TBM). Tunneling and Underground Space Technology, 2018. Doi:10.1007/s12517-018-3593-4 (online)
37. Huang Xing, Liu Quansheng*, Peng Xingxin, Lei Guangfeng, Liu He. Mechanism and forecasting model for shield jamming during TBM tunnelling through deep soft ground. European Journal of Environmental and Civil Engineering, 2017. https://doi.org/10.1080/**.2017.** (Online)
38. Lei Guangfeng, Liu Quansheng*, Peng Xingxin, Wei Lai. Experimental study on mechanical properties of fractured rock mass under different anchoring modes. European Journal of Environmental and Civil Engineering, 2018. https://doi.org/10.1080/**.2018.** (Online)
39. Pan Yucong, Liu Quansheng*, Liu Jianping, Kong Xiaoxuan, Peng Xingxin, Liu Qi. Investigation on disc cutter behaviors in cutting rocks of different strengths and reverse estimation of rock strengths from experimental cutting forces. European Journal of Environmental and Civil Engineering, 2018. https://doi.org/10.1080/**.2018.** (Online)
40. Liu Xuewei, Liu Quansheng*, Liu Bin, Zhu Yuanguang, Zhang Penglin, Failure behavior for rocklike material with cross crack under biaxial compression. Journal of Materials in Civil Engineering (ASCE), 2019，31(2).
41. Weng Lei, Wu Zhijun, Liu Quansheng, Evaluating damage and microcracking behavior of granite using NMR testing under different levels of unconfined compression. International Journal of Geomechanics, 2019, 19 (1): **.
42. Yang Jihua, Zhang Xiaoping, Ji Peiqi, Liu Quansheng, Lu Xinjing, Wei Jianpeng, Qi Sanhong, Fang Houguo, Fang Jingnian, Geng Yijun, Analysis of disc cutter damage and consumption of TBM1 section on water conveyance tunnel at Lanzhou water source construction engineering. Tunneling and Underground Space Technology, 2019, 85: 67-75.
43. Huang Xing, Liu Quansheng*, Shi Kai, Pan Yucong, Liu Jianping, Application and prospect of hard rock TBM for deep roadway construction in coal mines. Tunneling and Underground Space Technology, 2018, 73: 105-126.
44. Huang Xing, Liu Quansheng*, Liu He, Zhang Penglin, Pan Shaolin, Zhang Xiaoping, Fang Jingnian, Development and in-situ application of a real-time monitoring system for the interaction between TBM and surrounding rock. Tunneling and Underground Space Technology, 2018, 81: 187-208.
45. Huang Xing, Liu Quangsheng*, Chen Lei, Pan Yucong, Liu Bin, Kang Yongshui, Liu Xuewei, Cutting force measurement and analyses of shell cutters on a mixshield tunnelling machine. Tunneling and Underground Space Technology, 2018, 82: 325-345.
46. Liu Xuewei, Liu Quansheng*, Kang Yongshui, Pan Yucong, An improved nonlinear strength criterion for jointed rock masses subject to complex stress states. International Journal of Geomechanics (ASCE), 2018, 18(3): **.
47. Kang Yongshui, Liu Quansheng*, Xi Hailong, Gong Guangqing, Improved compound support system for coal mine tunnels in densely faulted zones: A case study of China's Huainan coal field. Engineering Geology, 2018, 240: 10-20.
48. Kong Xiaoxuan, Liu Quansheng*, Zhang Qianbing, Wu Yuexiu, Zhao Jian, A method to estimate the pressure arch formation above underground excavation in rock mass. Tunneling and Underground Space Technology, 2018, 71: 382-390.
49. Liu Xuewei, Liu Quansheng*, He Jun, Liu Bin, Modified contact model with rock joint constitutive in numerical manifold method. Engineering Analysis with Boundary Elements, 2018, 93: 63-71.
50. Huang Shibing, Liu Quansheng, Cheng Aiping, Liu Yanzhang, A statistical damage constitutive model under freeze-thaw and loading for rock and its engineering application. Cold Regions Science and Technology, 2018,145: 142-150.
51. Huang Shibing, Liu Quansheng, Cheng Aiping, Liu Yanzhang, Liu Guofeng, A fully coupled thermo-hydro-mechanical model including the determination of coupling parameters for freezing rock. International Journal of Rock Mechanics and Mining Sciences, 2018,103: 205-214.
52. Huang Shibing, Liu Quansheng*, Liu Yanzhang, Kang Yongshui, Cheng Aiping, Ye Zuyang , Frost heaving and frost cracking of elliptical cavities (fractures) in low-permeability rock. Engineering Geology, 2018, 234: 1-10.
53. Cui Xianze, Liu Quansheng, Zhang Chengyuan, Land subsidence due to groundwater pumping and recharge considering particle deposition effect―Take dual structural stratum of Wuhan as example. Hydrogeology Journal, 2018,26(3): 789-802
54. He Jun, Liu Quansheng*, Wu Zhijun, Jiang Yalong , Geothermal-related thermo-elastic fracture analysis by numerical manifold method. Energies, 2018,11: **.
55. Wu Zhijun, Jiang Yalong, Liu Quansheng, Ma Hao, Investigation of the excavation damaged zone around deep TBM tunnel using a Voronoi–element based explicit numerical manifold method. International Journal of Rock Mechanics and Mining Sciences, 2018, 112: 158-170.
56. Zhang Xiaoping, Ji Peiqi, Liu Quansheng, Liu Qi, Zhang Qi, Peng Zhihao, Physical and numerical studies of rock fragmentation subject to wedge cutter indentation in the mixed ground. Tunneling and Underground Space Technology, 2018,71: 354-365.
57. Zhang Xiaoping, Ji Peiqi, Liu Quansheng, Liu Qi, Zhang Qi, Peng Zhihao, Physical and numerical studies of rock fragmentation subject to wedge cutter indentation in the mixed ground. Tunneling and Underground Space Technology, 2018,71: 354-365.
58. Xu Jie, Jiang Jingdong, Liu Quansheng, Gao Yufeng, Stability analysis and failure forecasting of deep-buried underground caverns based on microseismic monitoring. Arabian Journal for Science and Engineering, 2018,43(4): 1709–1719.
59. Yang Yongtao, Tang Xuhai, Zheng Hong, Liu Quansheng, Liu Zhijun, Hydraulic fracturing modelling using the enriched numerical manifold method. Applied Mathematical Modelling, 2018, 53, 462-486.
60. Yang Yongtao, Tang Xuhai, Zheng Hong, Liu Quansheng , Four-node quadrilateral element with continuous nodal stress for geometrical nonlinear analysis. International Journal of Computational Methods, 2018,15(2): **.
61. Liu Quansheng*, Tian Yongchao, Liu Dongfeng, Jiang Yalong, Updates to JRC-JCS model for estimating the peak shear strength of rock joints based on quantified surface description. Engineering Geology, 2017,228: 282-300.
62. Liu Quansheng*, Liu Dongfeng, Tian Yongchao, Liu Xiaoyan , Numerical simulation of stress-strain behaviour of cemented paste backfill in triaxial compression. Engineering Geology, 2017,231: 165-175.
63. Liu Xuewei, Liu Quansheng*, Wei Lai, Huang Xing, Improved Strength Criterion and Numerical Manifold Method for Fracture Initiation and Propagation. International Journal of Geomechanics (ASCE), 2017,17(5).
64. Peng Xingxin, Liu Quansheng*, Pan Yucong, Lei Guangfeng, Wei Lai, Luo Ciyou, Study on the influence of different control modes on TBM disc cutter performance by rotary cutting tests. Rock Mechanics and Rock Engineering, 2017, 51(3):961-967.
65. Huang Xing, Liu Quansheng*, Liu Bin, Liu Xuewei, Pan Yucong, Liu Jianping (2017) Experimental study on the dilatancy and fracturing behavior of soft rock under unloading conditions. International Journal of Civil Engineering, 2017,15(6): 921-948.
66. Ma Hao, Liu Quansheng* , Prediction of the peak shear strength of sandstone and mudstone joints infilled with high water-cement ratio grouts. Rock Mechanics and Rock Engineering, 2017,50(8): 2021–2037.
67. Liu Quansheng, Jiang Yalong, Wu Zhijun, Xu Xiangyu, Liu Qi, Investigation of the rock fragmentation process by a single TBM cutter using a Voronoi element-based numerical manifold method. Rock Mechanics and Rock Engineering, 2017,51(4): 1137-1152.
68. Liu Quansheng, Lei Guangfeng, Peng Xingxin, Lu Chaobo, Wei Lai, Rheological characteristics of cement grout and its effect on mechanical properties of a rock fracture. Rock Mechanics and Rock Engineering, 2017,51(2):613-625.
69. Liu Quansheng, Qian Zhicheng, Wu Zhijun, Micro/macro physical and mechanical variation of red sandstone subjected to cyclic heating and cooling: An experimental study. Bulletin of Engineering Geology and the Environment, 2017,(4) :1-15.
70. Liu Quansheng, Liu Jianping, Pan Yucong, Zhang Xiaoping, Peng Xingxin, Gong Qiuming, Du Lijie, A wear rule and cutter life prediction model of a 20-in. TBM cutter for granite: a case study of a water conveyance tunnel in china. Rock Mechanics and Rock Engineering, 2017, 50(5): 1303-1320.
71. Liu Quansheng, Liu Jianping, Pan Yucong, Kong Xiaoxuan, Hong Kairong, A case study of TBM performance prediction using a Chinese rock mass classification system – hydropower classification (HC) method. Tunneling and Underground Space Technology, 2017,65: 140-154.
72. He Jun, Liu Quansheng*, Wu Zhijun, Creep crack analysis of viscoelastic material by numerical manifold method. Engineering Analysis with Boundary Elements, 2017,80: 72-86.
73. He Jun, Liu Quansheng*, Wu Zhijun, Xu Xiangyu , Modelling transient heat conduction of granular materials by numerical manifold method. Engineering Analysis with Boundary Elements, 2017,86: 45-55.
74. Huang Shibing, Liu Quansheng, Liu Yanzhang, Ye Zuyang, Cheng Aiping, Freezing Strain Model for Estimating the Unfrozen Water Content of Saturated Rock under Low Temperature. International Journal of Geomechanics, 2017,18(2): **.
75. Cui Xianze, Liu Quansheng, Zhang Chengyuan (2017) Detachment characteristics of deposited particles in porous media-experimentation and modeling. Transport in Porous Media, 2017,119(3): 633–647.
76. Cui Xianze, Liu Quansheng, Zhang Chengyuan (2017) Physical factors affecting the transport and deposition of particles in saturated porous media. Water Science and Technology-Water Supply, 2017,17(6): 1616-1625.
77. Wu Yuexiu, Liu Quansheng, Chan Andrew HC, Implementation of a time-domain random-walk method into a discrete element method to simulate nuclide transport in fractured rock masses, Geofluids. 2017
78. Wu Zhijun, Fan Lifeng, Liu Quansheng, Ma Guowei, Micro-mechanical modeling of the macro-mechanical response and fracture behavior of rock using the numerical manifold method. Engineering Geology, 2017, 225: 49-60.
79. Xu Jie, Jiang Jingdong, Xu Ning, Liu Quansheng, Gao Yufeng (2017) A new energy index for evaluating the tendency of rockburst and its engineering application. Engineering Geology, 2017,230: 46-54.
80. Yang Yongtao, Chen Lei, Tang Xuhai, Zheng Hong, Liu Quansheng, A partition-of-unity based FE-Meshfree hexahedral element with continuous nodal stress, Computers & Structures, 2017,178 :17-28
81. Su Kai, Zhou Xiaoyang, Tang Xuhai, Xu Xiaoyu, Liu Quansheng , Mechanism of cracking in dams using a hybrid FE-Mesh free Method. International journal of Geomechanics, 2017,17(9).
82. Liu Quansheng*, Liu Dongfeng, Liu Xiaoyan, Gao Fei, Li Shiqiang, Research and application of surface paste disposal for clay-sized tailings in tropical rainy climate. International Journal of Mineral Processing, 2016,157: 227-235.
83. Liu Quansheng*, Cui Xianze, Zhang Chengyua, Experimental investigation of suspended particles transport through porous media: Particle and grain size effect. Environmental Technology, 2016, 37(7): 854-864.
84. Liu Quansheng*, Jiang Jingdong, Zhang Chengyuan, Zhu Yuanguang, Analytical investigation for in situ stress measurement with rheological stress recovery method and its application. Mathematical Problems in Engineering. 2016.
85. He Jun, Liu Quansheng*, Ma Guowei, Zeng Bin, An improved numerical manifold method incorporating hybrid crack element for crack propagation simulation. International Journal of Fracture, 2016, 199(1): 21-38.
86. Kang Yongshui, Liu Quansheng*, Cheng Yong, Liu Xiaoyan , Combined freeze-sealing and New Tubular Roof construction methods for seaside urban tunnel in soft ground. Tunneling and Underground Space Technology. 2016, 58: 1-10.
87. Liu Quansheng, Huang Xing, Gong Qiuming, Du Lijie, Pan Yucong, Liu Jianping, Application and development of hard rock TBM and its prospect in China. Tunneling and Underground Space Technology, 2016, 57: 33-46.
88. Yang Yongtao, Tang Xuhai, Zheng Hong, Liu Quansheng, He Lei, Three-dimensional fracture propagation with numerical manifold method. Engineering Analysis with Boundary Element Method, 2016, 72: 65-77.
89. Zhu Yuanguang Liu Quansheng*, A New Three-Dimensional Pressure Transducer for Measuring Soft Rock Stress, Geotechnical Testing Journal, 2016, 39(5): 703-711.
90. Liu Xuewei, Liu Quansheng*, Huang Shibing, Wei Lai, Lei Guangfeng, Fracture propagation characteristic and micromechanism of rock-like specimens under uniaxial and biaxial compression. Shock and Vibration, Article. 2016, ID **.
91. Liu Quansheng, Pan Yucong, Liu Jianping, Kong Xiaoxuan, Shi Kai, Comparison and discussion on fragmentation behavior of soft rock in multi-indentation tests by a single TBM disc cutter. Tunneling and Underground Space Technology, 2016, 57: 151-161.
92. Liu Quansheng, Huang Shibing, Kang Yongshui, Liu Xuewei, A prediction model for uniaxial compressive strength of deteriorated rocks due to freeze–thaw. Cold Regions Science and Technology, 2016, 120 (S1): 96–107.
93. Wu Yuexiu, Tan Xianjun, Liu Quansheng, Structural Foamed Concrete With Lightweight Aggregate and Polypropylene Fiber: Product Design Through Orthogonal Tests. Polymers and Polymer Composites, 2016, 24(2): 173-178.
94. Tang Zhicheng, Huang Runqiu, Liu Quansheng, Wong Ngai Yuen Louis, Effect of contact state on the shear behavior of artificial rock joint. Bulletin of Geology Engineering and the Environment, 2016,75(2): 761-769
95. Liu Quansheng*, Xu Jie, Liu Xuewei, Jiang Jingdong, Liu Bin, The role of flaws on crack growth in rock-like material assessed by AE technique. International Journal of Fracture, 2015, 193(2): 99-115.
96. Liu Quansheng*, Xu Jie, Liu Bin, Jiang Jingdong, Acoustic emission behavior of rock-like materi-al containing two flaws in the process of deformation failure. Shock and Vibration, 2015, ID 167580.
97. Zhang Xiaoping, Liu Quansheng, Wu Shunchuan, Tang Xuhai, Crack coalescence between two non-parallel flaws in rock-like material under uniaxial compression. Engineering Geology, 2015, 199: 74-90.
98. Wu Zhijun, Liang Xu, Liu Quansheng, Numerical investigation of rock heterogeneity effect on rock dynamic strength and failure process using cohesive fracture model. Engineering Geology, 2015, 197: 198-210.
99. Quansheng Liu, Shibing Huang, Yongshui Kang, and Xuewei Liu, A prediction model for uniaxial compressive strength of deteriorated rocks due to freeze–thaw, Cold Regions Science and Technology, 2015，120 (S1): 96–107, http://dx.doi.org/10.1016/j.coldregions.2015.09.013.
100. Yongshui Kang, Liu Quansheng*, Guangqing Gong, Huaichao Wang, Application of a combined support system to the weak floor reinforcement in deep underground coal mine, International Journal of Rock Mechanics and Mining Science, 2014,74:143-150.
101. Yongshui Kang, Quansheng Liu*, and H. Xi, Numerical analysis of THM coupling of a deeply buried roadway passing through composite strata and dense faults in a coal mine, Bulletin of Engineering Geology and the Environment, 2014,73(1): 77-86.
102. Tang Zhi-Cheng, Liu Quan-Sheng*, Xia Cai-chu, Song Ying-Long, Huang Ji-hui, Wang Chun-Bo, Mechanical Model for Predicting Closure Behavior of Rock Joints Under Normal Stress，Rock Mechanics and Rock Engineering, 2014, 47:2287-2298.
103. *Zhu Yuanguang; Liu Quansheng; Liu, Bin; Jiang, Jingdong，Theory of Time-Temperature-Stress Equivalent Principle Based on Schapery Equation and Its Application on Granite，Materials Science（Medziagotyra）, 2014, 20(4), 522-528. DOI: http://dx.doi.org/10.5755/j01.ms.20.4.6294
104. Kang Yongshui, Liu Quansheng, Liu Xiaoyan, Huang Shibing, Theoretical and numerical studies of crack initiation and propagation in rock masses under freezing pressure and far-field stress. Journal of Rock Mechanics and Geotechnical Engineerging, 2014,6(5): 466-476.
105. Kang Yongshui, Liu Quansheng*, A fully coupled thermo-hydro-mechanical model for rock mass under freezing/thawing condition, COLD REGIONS SCIENCE AND TECHNOLOGY, 2013, 95: 19-26.
106. Tang Zhi-Cheng, Liu Quan-Sheng*, New criterion for rock joints based on three-dimensional roughness parameters, Journal of Central South University, 2014,21:4653-4659.
107. Liu Quansheng*, Li Jinlan, Liu Bin, The stability control theory of deep Coal mine roadway, Energy Education Science and Technology Part A: Energy Science and Research, 2012, 30 (1): 521-528.
108. Jiao YY, Zhang XL, Zhao J, Liu QS., Viscous boundary of DDA for modeling stress wave propagation in jointed rock, International Journal of Rock Mechanics and Mining Sciences, 2007, 44(7): 1070-1076.
109. Liu Quansheng*, Li Jinlan, Liu Bin, Hydromechanical Coupling Model for Clay of Nuclear Waste Repository Based on Percolation Theory, Disaster Advances, 2013, 6(S2):33-37.
110. Kang Yongshui*, Liu Quansheng, Huang Shibin. Research on frost strain of rock under freezing/thawing condition. Disaster Advances, 2013, 6: 152-158.
111. Lu, X. L., Liu, Q. S.*, Su, P. F., Failure mechanism recognition and optimum support design of roadway groups in soft and fractured surrounding rock - case study: Paner coal mine. Disaster Adv. 2013, 6: 406-414.
112. Lu Xingli, Liu Quansheng*, Constitutive Model of Rock Dilatancy-Bulking Behavior and Its Application to A Deep Roadway, DISASTER ADVANCES, 2013, 6(S2): 185-193.
113. Zhu Yuanguang, Liu Quansheng*, Liu, X. W. Jiang, J. D., Modification of Time-Temperature-Stress Equivalent Principle and Its Application to Nonlinear Creep Property of Granite, DISASTER ADVANCES, 2013, 6(4): 177-184.
114. Zhu Yuanguang, Liu Quansheng*, Huang, X., Applying Time-Temperature Equivalent Principle to the Creep Property of Granite, DISASTER ADVANCES, 2013, 6(3): 145-151.
115. Kang Yongshui, Liu Quansheng*, Research on frost strain of rock under freezing/thawing condition, DISASTER ADVANCES, 2013, 6(3): 152-158.
116. Zhang Chengyuan, Liu Xiaoyan, Liu Quansheng, A thermo-hydro-mechano-chemical formulation for modeling water transport around a ventilated tunnel in an argillaceous rock, Journal of Rock Mechanics and Geotechnical Engineering, 2013, 5(2): 145-155.
117. Haifeng Lu, Quansheng Liu, Congxin Chen, Experimental study on mechanical characteristic of weak interlayer in red-bed soft rock slope, Energy Education Science and Technology Part A: Energy Science and Research, 2012，30（1）：467-474.
118. Lu Haifeng, Liu Quansheng, Chen Congxin, Disaster Mechanism of Hard and Soft Inter-bedding Slope and Its Preventive Measure, Disaster Advances, 2012，5（4）:1361-1366.
119. LIU QUAN-SHENG, LU XING-LI Experimental Study And Constitutive Modeling of Rock Dilatancy-Bulking，Materials Research Innovations，2011，volume 15，551-556.
120. Yongshui Kang，Quansheng Liu，Kai Shi，Xiaoyan Liu. Research on modeling method for freezing tunnel with fractured surrounding rock. Advanced Materials Research, 2012, 455-456:1591-1595
121. Yuexiu Wu, Quansheng Liu, Xiaoyan Liu, Bin Liu，Numerical simulation of flow in a single rough joint，Advanced Science Letter，2011, 4: 1622-1626
122. Wu Yuexiu, Liu Quansheng, Liu Xiaoyan，On effect of non-persistent joints on hydro-mechanical behavior of jointed rock mass in UDEC，Engineering Plasticity and Its Applications，2011，Wuhan，China.
123. Chengyuan Zhang , Xiaoyan Liu, Quansheng Liu，Modeling Of Ventilation Experiment In Argillaceous Rock Tunnel，Materials Research Innovations，2011 Vol 15 Suppl 1:573-583.
124. LIU Quan-sheng, ZHU Yuan-guang, Research for time-temperature equivalence effect of rock(1): Theory research, Rock and Soil Mechanics,Vol.32 ( No.3) : 641-646 , March 2011.
125. Yong Shui Kang, Quan Sheng Liu, and Jie Yan, Thermodynamic Properties of Water during Phase Transition and Simulation on Freezing Process in Fractured Rock, Advanced Material Research, 2011, Vols. 328-330, pp9-12.
126. Zhu Yuan-guang, LIU Quansheng, Research for time-temperature equivalence effect of rock(Ⅱ): Experimental research, Rock and Soil Mechanics,Vol.32 ( No.4) : 961-966 , April 2011.
127. Xiaoyan Liu, Chengyuan Zhang, Quansheng Liu, Multiple-point statistical prediction on fracture networks at Yucca Mountain ,Environmental Geology, 2009. 57(6): 1361-1370 .
128. Xiaoyan Liu, Chengyuan Zhang, Quansheng Liu, ANALYSIS OF COMPLEXITY IN COUPLED Thermal-Hydraulic-Mechanical process SIMULATION, No 7-8 , March 2008, International Journal of Modern Physics B.
129. YUN-HUA HU, QUAN-SHENG LIU, Experiment Study on Mechanical Properties of Granite under Repeated Loading and Unloading, International Journal of Modern Physics B, No. 9-11 , 1853-1858, April 2008.
130. Chengyuan Zhang, Xiaoyan Liu, Quansheng Liu, An rock-physics-based complex pore-fluid-distribution model to seismic Dynamical response, No. 7-8 , March 2008, International Journal of Modern Physics B.
131. Xiaoyan Liu, Chengyuan Zhang, Quansheng Liu, Coupled THM Model and Simulation of the Yucca Mountain and FEBEX Case Study within DECOVALEX-THMC Framework, Vol. 33-37:639-644, Mar. 2008, Advanced Materials Research.
132. Chengyuan Zhang, Xiaoyan Liu, Quansheng Liu, Study on Uncertainty and Criterion in Model Optimization of Coupled THM Simulation, Vol. 33-37:1135-1140, Mar. 2008, Advanced Materials Research.
133. Quansheng Liu, Guangmiao Xu, Xiaoyan Liu, Experimental and Theoretical Study on Freezing-Thawing Damage Propagation of Saturated Rocks, International Journal of Modern Physics B, No. 9-11 , 1853-1858, April 2008.
134. LIU Quansheng, LIU Bin, GAO Wei, Study On the Damage Evolution Equation of Rockburst, Vol. 33-37:663-668, Mar. 2008, Advanced Materials Research.
135. Liu Quansheng, Xu Guangmiao, Wu Yuexiu, The Thermo-Hydro Coupled Model of Low-Temperature Rock in Consideration of Phase Change, Vol. 33-37:645-650, Mar. 2008, Advanced Materials Research.
136. Liu Bin，Liu Quansheng，Stress analysis of transversely isotropic cylinder under arbitrary axisymmetric load，Vol. 22, No. 9-11:1431-1436, April 2008, International Journal of Modern Physics B.
137. WuYuexiu，Liu Quansheng，The analysis on dynamical response of transversely isotropic material under blasting load，Vol. 22, No. 9-11:1443-1448, April 2008, International Journal of Modern Physics B
138. Liu Quansheng, Zhang Chengyuan, Liu Xiaoyan, Numerical Modelling and Simulation of Coupled THM Processes in Task_D of DECOVALEX_Ⅳ, Vol. 25: 709-720, April 2006, Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering.
139. Liu Quansheng, Xu Xichang, Wang Chongge, T. Yamaguchi, Time-Temperature Equivalence for Rocks, Vol. 306-308: 1397-1402, March 2006, Key Engineering Materials.
140. Liu Quansheng, Xu Guangmiao, Study on Basic Mechanical Behaviors of Rocks at Low Temperatures, Vol. 306-308: 1479-1484, March 2006, Key Engineering Materials.
141. Liu Quansheng, Hu Yunhua, On Stability and Support Measures of Rock Mass Surrounding A Diphead of A Coal Mine, Vol.326-328: 1611-1616, Sept. 2006, Key Engineering Materials.
142. Zhang Chengyuan, Liu Xiaoyan, Liu Quansheng, Coupled THM processes modeling and stochastic simulation considering spatial variability of hydraulic conductivity in underground storage caverns, Vol.326-328: 561-564, Sept. 2006, Key Engineering Materials.
143. Liu Xiaoyan, Zhang Chengyuan, Liu Quansheng, Experimental and theoretical study of frequency and temperature dependence on seismic attenuation of saturated rocks, Vol.326-328: 1149-1152, Sept. 2006, Key Engineering Materials.
144. Yuyong Jiao, Quansheng Liu, Shucai Li, A three-dimensional numerical model for simulating deformation and failure of blocky rock structures, vol306-308: 1391-1396, 2006, Key Engineering Materials.
145. Wang CG, Song ZQ, Chen WZ, Liu QS, Yang CH, study of thermo-rheology characters of rock under the uni-axial compression, vol261-263: 639-644, 2004 , Key Engineering Materials.
146. Kang Y, Liu Q, Liu X, et al. Theoretical and numerical studies of crack initiation and propagation in rock masses under freezing pressure and far-field stress[J], Journal of Rock Mechanics and Geotechnical Engineering. 2014, 6(5): 466-476.
147. 刘泉声，罗慈友，朱元广， 流变应力恢复法压力传感器传感单元方位布设研究,岩土力学，2020, 41(1): 336-352
148. 王慧,刘泉声.基于FEMM-Fracflow研究缝洞型油藏中裂缝扩展问题[J].地质力学学报, 2020, 26(01):55-64
149. 刘泉声,王中伟.基于数字图像处理的岩石数值模拟研究进展.岩石力学与工程学报，2020，增2：3286-3296，https://doi.org/10.13722/j.cnki.jrme.2019.1055
150. 刘泉声，邓鹏海，毕 晨，李伟伟，刘 军, 深部巷道软弱围岩破裂碎胀过程及锚喷-注浆加固FDEM数值模拟[J], 岩土力学，2019, 40(10): 4065–4083.
151. 刘泉声, 彭星新, 黄兴, 雷广峰, 魏莱, 刘鹤. 全断面隧道掘进机护盾受力监测及卡机预警. 岩土力学, 2018, 39(9): 3406-3414.
152. 刘泉声, 雷广峰, 彭星新, 魏莱. 节理岩体中锚杆剪切力学模型研究及试验验证.岩土工程学报, 2018, (05): 794-801.
153. 刘泉声, 罗慈友, 陈自由, 刘鹤, 桑昊旻, 万文恺. 现场岩体三轴流变试验设备研制. 岩土力学, 2018. (录用待刊)
154. 刘泉声, 赵怡凡, 张晓平, 孔晓璇. 灰岩隧道掘进机隧道点荷载试验评价岩石强度方法的研究与探讨. 岩土力学, 2018, 39(3): 977-984.
155. 黄诗冰, 刘泉声, 刘艳章, 程爱平. 低温热力耦合下岩体椭圆孔 (裂) 隙中冻胀力与冻胀开裂特征研究. 岩土工程学报, 2018, 40(3): 459-467.
156. 黄诗冰, 刘泉声, 程爱平, 刘艳章. 低温裂隙岩体水-热耦合模型研究及数值分析. 岩土力学, 2018, 39(2): 735-744.
157. 黄诗冰, 刘泉声, 程爱平, 刘艳章. 低温岩体裂隙冻胀力与冻胀扩展试验初步研究, 岩土力学, 2018, 39(1): 78-84.
158. 刘学伟, 刘泉声, 刘滨，何军. 考虑损伤效应的岩体裂隙扩展数值模拟研究. 岩石力学与工程学报, 2018. (录用待刊)
159. 吴志军, 张鹏林, 刘泉声, 李万峰, 江维中. 基于零厚度粘聚力单元的钢筋混凝土板在爆炸荷载下的动态破坏过程分析. 工程力学, 2018, 35(8): 79-90.
160. 张晓平, 王思敬, 刘泉声. 一种测量岩石压缩裂纹扩展过程声波波速的连续测量方法．工程地质学报, 2018, 26(1): 91-96.
161. 张程远, 张静, 刘泉声, 赵军. 非接触式围岩内部位移量测系统的试验研究. 岩石力学与工程学报, 2018, (A01): 3481-3488.
162. 刘泉声, 刘琪, 刘学伟, 孙磊, 张晓波, 纪杰. 楔刀作用下软硬互层岩体贯入破坏试验研究. 岩土力学, 2017, 38(7): 1849-1855.
163. 刘泉声, 魏莱, 雷广峰, 刘琪, 彭星新, 刘鹤. 砂岩裂纹起裂损伤强度及脆性参数演化试验研究. 岩土工程学报, 2017, 11: 1-8.
164. 刘泉声, 彭星新, 雷广峰, 王俊涛, 张静, 肖龙鸽. 特大断面浅埋暗挖隧道十字岩柱开挖技术模型试验研究. 岩土力学, 2017, 38(10): 2780-2788.
165. 刘泉声, 蒋亚龙, 何军. 非连续变形分析的精度改进方法及研究趋势. 岩土力学, 2017, 38(06): 1746-1761.
166. 刘泉声, 雷广峰, 彭星新, 魏莱, 刘建平, 潘玉丛. 锚杆锚固对节理岩体剪切性能影响试验研究及机制分析. 岩土力学, 2017, (S1): 33-41.
167. 黄兴, 刘泉声, 彭星新, 雷广峰, 魏莱. 引大济湟工程TBM挤压大变形卡机计算分析与综合防控. 岩土力学, 2017, 38(10): 2962-2972.
168. 刘泉声，魏 莱，刘学伟，刘建平，潘玉丛，基于 Griffith 强度理论的岩石裂纹起裂经验预测方法研究，岩石力学与工程学报，2017，36（7），1561-1569. DOI: 10.13722/j.cnki.jrme.2016.0398
169. 刘泉声，王俊涛，肖龙鸽，李继超，刘 滨，张晓磊，OFDR 光纤传感技术在十字岩柱暗挖法物理模型试验中的应用，岩石力学与工程学报，2017，36（5），1063-1075. DOI:10.13722//j.cnki.jrme.2016.0956
170. 刘泉声，雷广峰，卢超波，彭星新，张静，王俊涛，注浆加固对岩体裂隙力学性质影响的实验研究，岩石力学与工程学报，2017，36（S1），3140-3147. DOI:10.13722/j.cnki.jrme.2016.0459
171. 刘泉声，刘建平，时 凯，潘玉丛，黄 兴，刘学伟，魏 莱，评价岩石脆性指标对滚刀破岩效率的影响. 岩石力学与工程学报，2016，35（3），498-510，DOI：10.13722/j.cnki.jrme.2015.0569.
172. 刘泉声，雷广峰，彭星新，深部裂隙岩体锚固机制研究进展与思考，岩石力学与工程学报，2016，35（2），312-332，DOI：10.13722/j.cnki.jrme.2015.0203.
173. 刘泉声，何 军，吴月秀，数值流形方法接触检索算法的改进，岩石力学与工程学报，2016，35（1），40-49，DOI：10.13722/j.cnki.jrme.2014.1054.
174. 刘泉声，崔先泽，张程远. 基于变孔隙率的多孔介质中悬浮颗粒沉积渗透率衰减模型研究. 岩石力学与工程学报, 2016, 35(A01): 3308-3314.
175. 刘泉声, 雷广峰, 肖龙鸽, 王俊涛, 张静. 十字岩柱法隧道开挖地质力学模型试验研究. 岩石力学与工程学报, 2016, 35(5): 919-927.
176. 刘泉声，刘建平，时凯，潘玉丛，黄兴，刘学伟，魏莱. 评价岩石脆性指标对滚刀破岩效率的影响. 岩石力学与工程学报, 2016, 35(3): 498-510.
177. 刘泉声, 刘建平, 潘玉丛, 孔晓璇, 崔先泽, 黄诗冰, 魏莱. 硬岩隧道掘进机性能预测模型研究进展. 岩石力学与工程学报, 2016, (A01): 2766-2786.
178. 刘泉声, 潘玉丛, 刘建平, 孔晓璇, 时凯, 刘琪. 常截面滚刀贯入试验中岩石破坏行为分析. 岩石力学与工程学报, 2016, (A02): 3516-3525.
179. 刘泉声, 潘玉丛, 孔晓璇, 刘建平, 时凯, 崔先泽等. TBM滚刀贯入过程中泥岩破坏特征试验研究. 岩土力学, 2016, (A01): 166-174.
180. 刘泉声, 何军, 吴月秀. 数值流形方法接触检索算法的改进. 岩石力学与工程学报, 2016, 35(1): 40-49.
181. 刘泉声, 黄诗冰, 康永水, 刘建平. 裂隙冻胀压力及对岩体造成的劣化机理初步研究, 岩土力学. 2016, 37(6): 1530-1541.
182. 刘泉声, 黄诗冰, 康永水, 潘玉丛. 低温饱和岩石未冻水含量与冻胀变形模型研究, 岩石力学与工程学报. 2016, 35(10): 2000-2012.
183. 刘泉声, 周越识, 卢超波, 张建明. 含裂隙泥岩注浆前后力学特性试验研究. 采矿与安全工程学报, 2016, 33(3): 509-514.
184. 黄兴, 刘泉声, 康永水, 潘玉丛. 砂质泥岩三轴卸荷蠕变试验研究. 岩石力学与工程学报, 2016(A01): 2653-2662.
185. 刘学伟, 刘泉声, 刘建平, 魏莱. 复杂应力条件下裂隙网络扩展机制试验研究. 岩石力学与工程学报, 2016, 35(A02): 3662–3670.
186. 刘泉声，崔先泽，张程远. 多孔介质中悬浮颗粒迁移-沉积特性研究进展. 岩石力学与工程学报, 2015, 34(12): 2410-2427.
187. 刘泉声，崔先泽，张程远. 多孔介质中沉积颗粒脱离特性试验研究. 岩土工程学报, 2015, 37(4): 747-754.
188. 刘泉声, 黄诗冰, 康永水, 潘阳, 崔先泽. 低温冻结岩体单裂隙冻胀力与数值计算研究. 岩土工程学报, 2015, 37(9): 1572-1580.
189. 刘泉声, 黄诗冰, 康永水, 黄兴. 岩体冻融疲劳损伤模型与评价指标研究. 岩石力学与工程学报, 2015, 34(6): 1116-1127.
190. 刘泉声, 黄诗冰, 康永水, 崔先泽. 裂隙岩体冻融损伤研究进展与思考. 岩石力学与工程学报, 2015, 34(3): 452-471.
191. 刘泉声, 黄诗冰, 崔先泽, 龚光庆, 陈根生. 深井煤矿硐室底臌控制对策与监测分析. 岩土力学, 2015, 36(12): 3506-3515.
192. 黄兴, 刘泉声, 刘滨, 刘学伟, 崔先泽. TBM围岩挤压大变形特性分析与等级划分. 采矿与安全工程学报, 2015, 32(2): 260-266.
193. 黄兴, 刘泉声, 刘恺德, 康永水, 刘学伟. 深部软弱地层TBM掘进围岩变形破坏特性室内试验研究. 岩石力学与工程学报, 2015, 34(1): 76-92.
194. 孔晓璇, 刘泉声, 赵怡凡, 潘玉丛, 刘建平. 节理倾角对岩石隧道掘进机破岩特性影响的数值研究. 煤炭学报, 2015, 40(6): 1257-1262.
195. 刘学伟, 刘泉声, 陈元, 李强. 裂隙形式对岩体强度特征及破坏模式影响的试验研究. 岩土力学, 2015, 36(A02): 208-214.
196. 朱元广, 刘泉声, 蒋景东, 薛俊华. 三向压力盒的嵌入效应及其应力测量特性模拟. 岩土力学, 2015, 36(9): 2728-2736.
197. 朱元广, 刘泉声, 蒋景东, 黄用世. 水泥砂浆体中三向压力传感器的测量特性. 岩石力学与工程学报, 2015, 34(9):1877-1885.
198. 唐志成, 刘泉声. 考虑微凸体变形相互作用的节理闭合变形模型. 岩土工程学报, 2015, 37(5): 853-859.
199. 唐志成, 刘泉声. 节理的剪切强度准则和剪切分量Ⅰ:剪切强度准则. 岩土工程学报, 2015, 37(2): 292-298.
200. 张建明, 唐志成, 刘泉声. 点荷载强度指数估算与岩浆岩的单轴压缩强度的关系. 岩土力学, 2015, (A02): 595-602.
201. 黄兴, 潘玉丛, 刘建平, 刘泉声. TBM掘进围岩挤压大变形机理与本构模型. 煤炭学报, 2015, 40(6): 1245-1256.
202. 刘学伟, 魏莱, 雷广峰, 刘泉声. 复合地层TBM双滚刀破岩过程数值流形模拟研究. 煤炭学报, 2015, 40(6): 1225-1234.
203. 刘泉声, 黄兴, 时凯, 朱元广. 深部挤压性地层TBM掘进卡机孕育致灾机理. 煤炭学报, 2014, 39(A01): 75-82.
204. 刘泉声, 刘恺德, 卢兴利, 朱杰兵. 高应力下原煤三轴卸荷力学特性研究. 岩石力学与工程学报, 2014, (A02): 3429-3438.
205. 刘泉声, 卢超波, 刘滨, 卢兴利. 考虑温度及水化时间效应的水泥浆液流变特性研究. 岩石力学与工程学报, 2014, (A02): 3730-3740.
206. 刘泉声, 刘学伟. 多场耦合作用下岩体裂隙扩展演化关键问题研究. 岩土力学, 2014, 35(2): 305-320.
207. 刘泉声，崔先泽，张程远. 粒径对多孔介质中悬浮颗粒迁移-沉积特性的影响. 岩土工程学报, 2014, 36(10): 1777-1783.
208. 刘泉声, 屈家旺, 柳志平, 何军. 侵蚀影响下水泥土的力学性质试验研究. 岩土力学, 2014, 35(12): 3377-3384.
209. 刘泉声, 刘恺德, 朱杰兵, 卢兴利. 高应力下原煤三轴压缩力学特性研究. 岩石力学与工程学报, 2014, 33(1): 24-34.
210. 刘泉声, 卢超波, 刘滨, 刘学伟. 深部巷道注浆加固浆液扩散机理与应用研究. 采矿与安全工程学报, 2014, 31(3): 333-339.
211. 黄兴, 刘泉声, 刘滨, 刘恺德, 黄诗冰. 深部软弱地层TBM围岩力学行为试验研究. 煤炭学报, 2014, 39(10): 1977-1986.
212. 唐志成, 刘泉声, 夏才初, 吴月秀, 黄继辉, 王春波. 确定岩石节理Maksimovic峰值抗剪强度准则中“粗糙度角”的新方法. 岩土力学, 2014, 35(2): 551-555.
213. 唐志成, 刘泉声, 黄继辉, 刘小燕. 改进的 Maksimovic 峰值剪切强度准则的试验验证. 岩土力学, 2014, (A01): 233-237.
214. 唐志成, 刘泉声, 刘小燕. 节理的剪切力学性质与含三维形貌参数的剪切强度准则比较研究. 岩土工程学报, 2014, 35(5): 873-879
215. 刘学伟, 刘泉声, 卢超波, 黄兴. 温度-应力耦合作用下岩体裂隙扩展的数值流形方法研究. 岩石力学与工程学报, 2014, 33(7): 1432–1441.
216. 刘学伟, 刘泉声, 刘滨, 潘玉丛. 侧向压力对裂隙岩体破坏形式及强度特征影响的试验研究. 煤炭学报, 2014, 39(12): 2405-2411.
217. 吴月秀, 刘泉声, 李金兰, 何军. 节理迹长与隙宽相关性对裂隙岩体水力学特性的影响.岩石力学与工程学报, 2014, (A02): 3555-3562.
218. 屈家旺, 刘泉声, 何军, 柳志平. 泥岩弹塑性损伤–愈合模型研究. 岩石力学与工程学报, 2014(A01): 3192-3197.
219. 陈礼彪, 刘泉声, 张国华, 张晓炜. 非可溶岩隧道突涌灾害预测研究及工程应用. 岩石力学与工程学报, 2014, 33(4): 786-796.
220. 张芳, 刘泉声, 张程远, 蒋景东. 流变应力恢复法地应力测试及装置. 岩土力学, 2014, 35(5), 1506-1513.
221. 张伟, 刘泉声. 基于剪切试验的预应力锚杆变形性能分析. 岩土力学, 2014, 35(8): 2231-2240.
222. 陈礼彪, 刘泉声, 车爱兰. 一种新的块体接触检测技术及在非连续变形分析方法中的应用. 上海交通大学学报, 2014, 48(6): 888-892.
223. 赵军, 张程远, 刘泉声. 水源热泵回灌井悬浮颗粒运移和沉积物理特性试验模型研究. 岩石力学与工程学报, 2014, 33(2): 257-263.
224. 王水林, 郑宏, 刘泉声, 郭明伟, 葛修润. 应变软化岩体分析原理及其应用. 岩土力学, 2014, 35(3): 609-622.
225. 沈华章, 王水林, 刘泉声. 模拟应变软化岩石三轴试验过程曲线. 岩土力学, 2014, 35(6): 1647-1654.
226. 刘泉声，刘学伟，黄兴，刘滨，深井软岩破碎巷道底臌原因及处置技术研究，煤炭学报，2013，38（4），566-571.
227. 刘泉声，时凯，朱元广，黄兴，TBM盘形滚刀破岩力计算模型研究， 煤炭学报. 2013，38（7），1136-1142.
228. 刘泉声，时凯，黄兴，TBM应用于深部煤矿建设的可行性及关键科学问题[J]. 采矿与安全工程学报. 2013，30（5），633-641.
229. 刘恺德，刘泉声，在巴西劈裂和单轴压缩试验中考虑煤层沉积面直接影响的实验研究，岩石力学与工程学报，2013，32（2），308-316.
230. 刘泉声等，超千米深部隧道全断面掘进机的挤压机理，煤炭学报，2013，38（1），78-84.
231. 康永水，刘泉声，岩石冻结变形特征与寒区隧道冻结变形模拟研究，岩石力学与工程学报，2012，31（12），2518-2526.
232. 刘泉声，刘学伟，裂隙岩体温度场数值流形方法初步研究，岩土工程学报，2013，35（4），635-642.
233. 刘泉声等，地面预注浆加固深部断层破碎带的应用分析，岩石力学与工程学报，2013，32（S2）， 3688-3695.
234. 刘泉声 ,柳志平 ,程 勇 ,贾瑞华,水泥土在侵蚀环境中的试验研究和等效分析, 岩土力学, 2013，34（7），1854-1860.
235. 卢兴利，刘泉声，岩石扩容-碎胀效应本构模型及其标定，岩石力学与工程学报，2013，32（9）， 1886-1893.
236. 刘学伟，刘泉声，裂隙岩体热水耦合效应的数值流形方法研究，四川大学学报（工程科学版），2013，45（S2）: 77-83.
237. 唐志成，刘泉声，夏才初，吴月秀，黄继辉，王春波, 确定岩石节理Maksimovic峰值剪切强度准则中“粗糙度角”的新方法, 岩土力学，2014，35（2）.
238. 卢海峰，刘泉声，陈从新, 反倾岩质边坡悬臂梁极限平衡模型的改进, 岩土力学, 2012，33（2），577-584.
239. 刘泉声，刘恺德，淮南矿区深部地应力场特征研究[J]. 岩土力学，2012，33(7)，2089-2096.
240. 刘泉声、黄兴、时凯、刘学伟，煤矿超千米深部全断面岩石巷道掘进机的提出及关键岩石力学问题，煤炭学报2012，37(12) : 2006-2013.
241. 刘泉声，康永水，黄兴，徐朝政. 裂隙岩体冻融损伤关键问题及研究状况. 岩土力学，2012，33(4)：971-978.
242. 刘泉声，康永水，刘小燕，冻结岩体单裂隙应力场分析及热–力耦合模拟，岩石力学与工程学报，2011，30(2)：217–223
243. 刘泉声，吴月秀，刘滨，应力对裂隙岩体等效渗透系数影响的离散元分析，岩石力学与工程学报，2011，30(1)：176-183
244. 刘泉声，时凯，黄兴，临近巷道掘进扰动效应下巷道变形监测分析，煤炭学报，2011，36（6）.
245. 刘泉声，康永水，刘滨，朱元广，裂隙岩体水-冰相变及低温温度场-渗流场-应力场耦合研究，岩石力学与工程学报，2011，30（11）.
246. 刘泉声，康永水，白云强，顾桥煤矿深井岩巷破碎软弱围岩支护方法探索，岩土力学，2011，32（10）.
247. 刘泉声，时凯，康永水，黄兴，深井煤矿中央水泵房二次衬砌监测分析，岩石力学与工程学报，2011，30（8）.
248. 刘泉声，付建军，考虑桩土效应的双排桩模型及参数研究，岩土力学，2011，32（2），481-486.
249. 刘泉声，张伟，卢兴利等，断层破碎带大断面巷道的安全监控与稳定性分析，岩石力学与工程学报，2010，29（10）.
250. 刘泉声，卢兴利，煤矿深部巷道破裂围岩非线性大变形及支护对策研究, 岩土力学，2010，31（10）.
251. 刘泉声，白山云，肖春喜，高玮，基于现场监控量测的龙潭隧道施工期围岩稳定性研究，岩石力学与工程学报，2007，26(10).
252. 刘泉声，胡云华，刘滨，基于试验的花岗岩渐进破坏本构模型研究，岩土力学，2009，30（2）.
253. 刘泉声，张华，林涛，煤矿深部岩巷围岩稳定与支护对策，岩石力学与工程学报，2004，23（21）.
254. 刘泉声，徐光苗, 光纤测量技术在岩土工程中的应用，岩石力学与工程学报，2004，23（2）.
255. 刘泉声，张华, 对煤矿深部围岩稳定与支护几个关键问题的认识，岩石力学与工程学报，2003，增（2）.
256. 刘泉声，陈刚, 花岗岩时-温等效原理的进一步验证，岩石力学与工程学报，2003，22（11）
257. 刘泉声，王崇革, 岩石时-温等效原理的理论与实验研究——第一部分：岩石时-温等效原理的热力学基础，岩石力学与工程学报，2002，21（2）.
258. 刘泉声，许锡昌，山口勉，长秋雄, 岩石时-温等效原理的理论与实验研究——第二部分：岩石时-温等效原理的主曲线与移位因子，岩石力学与工程学报，2002，21（3）.
259. 刘泉声，许锡昌, 三峡花岗岩与温度及时间相关的力学性质试验研究，岩石力学与工程学报，2001，20（5）.
260. 刘泉声，王志俭, 砂-膨润土混合物膨胀力影响因素的研究，岩石力学与工程学报，2002，21（7）.
261. 刘泉声，许锡昌, 温度作用下脆性岩石的损伤分析，岩石力学与工程学报，2000，19（4）.
262. 黄兴、刘泉声、乔正.朱集矿深井软岩巷道大变形机制及其控制研究，岩土力学，2012，33（3），827-834.
263. 刘恺德，刘泉声，刘滨，龚光庆. 地质异常带巷道稳定控制对策及效果研究[J]. 岩石力学与工程学报，2011，30（12，2486-2497.
264. 朱元广，刘泉声，张程远，时凯，岩石非线性黏弹性蠕变特性的时温等效效应，岩土力学，2012， 33（8），2303-2309.
265. 康永水，刘泉声，赵军，张芳. 岩石冻胀变形特征及寒区隧道冻胀变形模拟. 岩石力学与工程学报，2012，31（12），2518-2526.
266. 吴月秀，刘泉声，刘小燕，岩体节理粗糙度系数与统计参数的相关关系研究，岩石力学与工程学报，2011， 30（S1），2593-2598.
267. 朱元广，刘泉声，康永水，刘恺德，考虑温度效应的花岗岩蠕变损伤本构关系研究，岩石力学与工程学报，2011，30（9）.
268. 焦玉勇，张秀丽，刘泉声，陈卫忠，用非连续变形分析方法模拟岩石裂纹扩展，岩石力学与工程学报，2007，26（4）.
269. 徐光苗，刘泉声，彭万巍，常小晓，低温作用下岩石基本力学性质试验研究，岩石力学与工程学报，2006，25（12）.
270. 徐光苗，刘泉声，岩石冻融破坏机理分析及冻融力学试验研究，岩石力学与工程学报，2005，24（17）.
271. 徐光苗，刘泉声，张秀丽，冻结温度下岩体THM完全耦合的理论初步分析，岩石力学与工程学报.，2004，23（21）.
272. 刘亚晨, 刘泉声等, 岩体裂隙结构面的温度-应力-水力耦合本构关系，岩土工程学报，2002，24（2）.
273. 刘亚晨，刘泉声，蔡永庆，吴玉山, 温度饱和水下的裂隙岩体力学特性，岩石力学与工程学报，2002，21（2）.
274. 许锡昌，刘泉声, 高温下花岗岩基本力学性质初步研究，岩土工程学报，2000，22（3）.
275. 刘亚晨，刘泉声，蔡永庆，吴玉山, 核废料贮库围岩介质不可逆过程热力学和热弹性，岩石力学与工程学报，2000，19（3）.
276. 王志俭，刘泉声, 密实砂-膨润土混合物膨胀特性的试验研究,岩土力学，2000，21（4）.