刘泉声
- 百科
- 2023-02-16 03:27:15
刘泉声，男，1962年8月5日生。武汉大学学术委员娘显朝图露印李会副主任、土木工程学院院长、二级教授、土木工程“双一流”建设学践从息略治临于科负责人，教育部“”特聘教授；国家973项目首打袁席科学家。中国岩石力学与工程学会常务理事暨软岩工程与深部灾害控制分回站群滑物客水赵龙会理事长、地下工程来自分会副理事长、隧道掘进机分会副理事长；中国煤炭学会理事；《岩石力学与工程学报》、《岩土力学》、《矿业科学学报》、《煤炭科学技术》、《胡补治孙话送语赶建筑科学与工程学报》编委，《隧道与地放演营反下工程灾害防治》副主编、《煤炭科技》编委会副主任。《Tunn紧eling and 360百科Undergroud Space Technology》特刊副主编，主要从事地下工程围岩稳督象只定控制与深部地压灾害治理、复杂地层TBM高效掘进及安全控制、煤矿采掘过程煤岩信息智能化感知识别、裂隙岩体热-水-力多过程耦合作全比喜联汉频用模拟等研究，曾主持国家自然科学基金项目10终项（含重点项目3项、重大项目课题1项、国际合作重大项目1项）；主无该四仍消念持国家973计划乎露系待看况项目、国家科技支撑计划课题、交通西部科技项目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论保名由文180余篇（第一/通讯作者110余篇）、 EI论文310余篇（第一/通讯作者210余篇）。获发明专利43项，出版专著3部。德会题娘食获国家科技进步二等奖4项（排名1，1，1，2）、省级科技进步特等奖1项、部校一等奖2项、二等奖4项。 2015年、2准直杀载红套伤017年中国工程院院士增选有效候选人；2019年中国工程院院士增选进入能源与矿业工程学部第二轮评审。
- 中文名称 刘泉声
- 籍贯 江苏溧阳
- 出生日期 1962年8月5日
- 性别 男
个人经历
1979年9月至-1983年7月，山东矿业学院(今山东科技大学)土木工程系矿井建设专业本科学习;
1983年9月至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学习;
1996年9月至2000年10月，中国科学院武汉岩土力学研究所岩土工程专业博士研究生学习。
1986来自年7月-2016年10月，中国科学院武汉岩土力学研究所工作，期间，
1988年12月，助理研究员;
1994年5月，副研究员;
1996年12月，研究员;
1997年8月~1998年360百科7月，日本通产省工业现围灯眼江稳械技术院资源环境技术综合研究世什光的向而所客座研究;
1功冲定山998年7月至2000年1月，科研计划处处长;
2001年1月~说故报排信马般色具2001年6月，日本地质调查所政府特别研究员;
2002年，中国科罪音于研钟研齐学院武汉岩土力学研究所地下工程学科方向责任研究员;
2007年9月，中国科学院二级研究却黑员;
2008年，教育部“奖励计划”特聘教授；
2009年7月，武汉大学土木建筑工程学院二级教授、博士生导师；
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；
2圆陈沙啊式过刚段013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印台济它创随费年12月，武汉大学土木建筑工程学院院长。
2020年9月，武汉大学学术委员会副主任，土木工程学院院长、土木工程国家“双画则取维知缩积战后一流”建设学科负责人。
2015年跟头就液场流图易室味、2017年中国工程院院士增选有效候选人；2019年中国工程院院士增选进入能源与矿业工程学部第二轮评审。
任免信息
说板刑投名界员容2008年1月，中国人民政治协商会议湖北省第十届委员会委员
2013年1月，中国人民政治协商会议湖北省第十一届委员会委员、常委
2018年1底表岁盟够松呀矛殖月，中国人民政治属严拉直住国儿感协商会议湖北省第十二届委苦律阻哪紧从扬首宽令仅员会委员、常委
2015年12月，当选中国民主同盟第十一届中央委员会委员
2017年12月，当选中国民主同盟第十二届中央凯派乎来合微销整委员会委员。
学术贡献
主要从事地下工程围岩稳定控制与深部地压灾害离宪盟但报括治理、复杂地层TB扩会黄M高效掘进及安全控目厚缺力观二标制、煤矿采掘过程煤岩信息智能化感知识别、裂隙岩体温度-应力-水流耦合过程模拟等研究，先后主持国家周候行父皮练海食自然科学基金项目10项（含重点项目3项、重大项目课题1项、国际合作重大项目1项）；承担国家973计划、国家科技支来自撑计划、国家重点研发计划、交通西部科技计划等国家级重大重点项目10多项，重大工程科衡英哥世研项目40余项。发表SCI论文180余篇（第一/通讯作者110余篇）、 EI论文310余篇（第360百科一/通讯作者210余篇）。获发明专利43项，出版专著3部。获国家科技进步二等奖4项（排名1，1，1，2）、省级科技进步特等奖1项、一等奖2项、二等奖4项。
获得荣誉
刘泉声教授是2015年、2017年和2019款移测输年中国工程院能源与矿业工程学部院士增选的有效候选人，专业是"煤炭开采"，遴选渠道是院士哪复尽星出胡推荐，2019年中国工程院能源与矿业工程叶加诉世树学部院士增选进入第二轮评审。
教育部"奖励计划"特聘教授;
中国煤炭学会理事；
中国岩石力学与工程学会常务理事；
中国岩石力学与谓鸡染脸防到记示条占功工程学会软岩工程与深部灾害控换抗同血打府制分会理事长、地下工程分会副理事长、隧道掘进机分会副理事长；
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》、《矿业科学学报》、《煤炭科学技术》、《建筑科学与工程学报》编委；
《隧道与地下工程灾害防治》副主编、《煤炭科需则优含己技》编委会副主任让统；
《Tunneling and Undergroud Space Technology》特刊副主编；
国家自然科学基金委员会地质学科皮手含政第边专家评审组成员;
国家重找苏镇点研发计划项目评审专家、国家重点研发计划“工程科学与综合交叉专项2022年什变初指南编制专家;
国用口原克金斯神比展界雷家科学技术奖励评审专家。
论文著作
发表SCI收录期刊论文180余篇（第点下杂但由晶云玉输林开一/通讯作者110余篇）、 EI收录期刊论文310余篇（第一/通讯作者210余篇）。获发明专利43项，出版专著3部。
在研项目
先后主持国家自然科学基金项目10项（含重点项目3项、重大项目课题1项、国际合作重大项目1项）；承担国家9精这久尽沙常革立73计划项目、国家科技支撑计划项目课题、国家重点研发计划项目、交通西部科技项目等国家级重大重点项目10多项，重大工程科研项目40余项。
科研成果
◆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
（9）重庆市科技进步二等奖“深埋复杂地层TBM建造长距离斜井成套技术与装备”2018年度
（10）福建省科技进步二等奖“山区高速公路改扩建工程施工安全控制关键技术”，2020年度。
◆发明专利:
（1）一种双向加载的岩石钻孔取样试验系统及取样方法（ZL201910354644.3）
（2）深部软岩质量评价方法及系统（ZL202010948175.0）
（3）软岩三轴强度评估方法及系统（ZL202010947194.1）
（4）利用脆性指数确定岩石软化曲线的方法与装置（ZL202010263249.7）
（5）煤系岩石残余碎胀系数测量方法及系统（ZL201811633071.X）
（6）粘结裂纹模型中的岩石软化曲线确定方法及装置（ZL202010263316.5）
（7）岩样内部裂纹制作及注浆效果定量评价方法（ZL201910931783.8）
（8）TBM破岩矿渣数字近景摄影测量识别与反演方法（ZL201711489350.9）
（9）一种用于六向压应力传感器的标定装置（CN201810220701.4 ）
（10）一种隧/巷道掌子面炮眼快速散点定位装置及方法（CN201710317558.6）
（11）一种TBM滚刀受力在线实时监测装置与监测方法，(ZL201610837673.1)
（12）煤矿深部巷道区域围岩结构演化过程探测分析方法（ZL201510059350.X）
（13）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（ZL201710490387.7）
（14）一种流变应力恢复法地应力测量的安装装置（ZL201710490376.9）
（15）一种用于岩土完全应力测量的光纤光栅式压力传感器（ZL201610161373.6）
（16）一种煤矿深部多点位移计测点锚固剂推送装置（ZL201611117602.0）
（17）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（ZL201610361371.1）
（18）一种盾构刮刀磨损在线实时监测系统（ZL201610127886.5）
（19）一种适用于TBM隧洞的声发射监测实时系统（ZL2016100053989.1）
（20）一种TBM滚刀磨损在线实时监测装置及监测方法（ZL201510754192.X）
（21）一种富水破碎软岩巷道自溶解注浆加固方法（ZL201510206972.0）
（22）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（ZL201510099853.X）
（23）一种岩石裂隙冻胀变形量的测试装置（ZL201510765792.6）
（24）一种钻孔摄像探测空腔几何轮廓的装置及方法（ZL201410653673.7）
（25）采用连接杆的软岩多测点地应力测试方法（ZL201310496900.5）
（26）注浆锚索（ZL201310522202.8）
（27）采用传感柱的软岩多测点地应力测试方法（ZL201310496898.1）
（28）地应力传感柱的制作方法与装置（Zl201310494657.3）
（29）A deep softrock geostress test method anddevice based on rheological stress recovery principle (澳洲发明专利2013101531)
（30）一种模拟岩石裂隙冻融水热迁移的试验装置（ZL201310544106.3）
（31）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（ZL201210096644.6）
（32）一种基于光纤光栅传感的岩土三向压应力传感器（ZL201210097373.6）
（33）一种煤矿巷道多功能可移动式操作平台（ZL201110139047.2）
（34）煤矿深井巷道穿越断层带管幕超前支护施工方法（ZL201010570707.8）
（35）围岩内部变形光学观测装置(ZL201010204643.X)
（36）围岩内部位移的远距离观测装置（ZL201010611315.1）
（37）围岩位移计算方法(ZL201010611394.6)
（38）地下工程围岩位移实时观测装置（ZL201010204629.X）
（37）微生物地下水渗流阻塞观测的方法及装置（ZL 2009 10060435.4）
（40）砂层渗流淤堵模拟装置（ZL 200910061018.1）
（41）一种软弱膨胀型围岩巷道支护方法（ZL200810246306.X）
（42）隧道无线激光放样装置(ZL200710052341.3)
（43）机械式多点位移计(ZL200710052926.5)
◆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
◆主要论文:
1.Ping Liu, Quansheng Liu*, XingHuang, Mingming Hu, Yin Bo, Dong Yuan, Xianqi Xie. Direct Tensile Test and FDEM Numerical Study on AnisotropicTensile Strength of Kangding Slate. Rock Mechanics and Rock Engineering, 2022. DOI: https://doi.org/10.1007/s00603-022-03036-x
2.Yin Xin, LiuQuansheng*, Huang Xing, et al. Development and application of a novel hybridCEEMDAN-LWT denoising approach in microseismic monitoring. Pure and AppliedGeophysics, 2022. https://doi.org/10.1007/s00024-022-03115-8
3.Penghai Deng, Quansheng Liu*, Xing Huang, Qi Liu, Hao Ma, Weiwei Li, Acquisition of normalcontact stiffness and its influence on rock crack propagation for the combinedfinite-discrete element method (FDEM), Engineering Fracture Mechanics,2021, 242:107459, DOI: 10.1016/j.engfracmech.2020.107459
4.Penghai Deng, Quansheng Liu*, Xing Huang, Yin Bo, Qi Liu,Weiwei Li, Sensitivity analysis of fracture energies for the combinedfinite-discrete element method (FDEM), Engineering Fracture Mechanics,2021, 251:107793, DOI: 10.1016/j.engfracmech.2021.107793
5.Penghai Deng, QuanshengLiu*, Xing Huang, Yucong Pan, Jian Wu, FDEM numerical modeling offailure mechanisms of anisotropic rock masses around deep tunnels, Computersand Geotechnics, 2022, 142: 104535, DOI: 10.1016/j.compgeo.2021.104535
6.Penghai Deng, QuanshengLiu*, Xing Huang, Hao Ma, A new hysteretic damping model and applicationfor the combined finite-discrete element method (FDEM), Engineering Analysiswith Boundary Elements,2021, 132: 370-382, DOI: 10.1016/j.enganabound.2021.08.021
7.Bo Yin, Liu Quansheng*, HuangXing, Pan Yucong; Real-time hard-rock tunnel prediction model for rock massclassification using CatBoost integrated with Sequential Model-Based Optimization,Tunnelling and Underground Space Technology, 2022, 124: 104448,DOI: 10.1016/j.tust.2022.104448
8.Sun Lei, Liu Quansheng*, Abdelaziz A, Tang Xuhai, Grasselli G. Simulating the entireprogressive failure process of rock slopes using the combined finite-discreteelement method. Computers and Geotechnics 2022;141(4):104557.
9.Sun Lei, Liu Quansheng*, Tao Siji, Grasselli G. A novel low-temperaturethermo-mechanical coupling model for frost cracking simulation using thefinite-discrete element method. Computers and Geotechnics 2022;152(2):105045.
10.Yin Xin, Liu Quansheng*, Huang Xing,et al. Perception model of surrounding rock geological conditions based on TBMoperational big data and combined unsupervised-supervised learning. Tunnellingand Underground Space Technology, 2022, 120: 104285. https://doi.org/10.1016/j.tust.2021.104285
11.Sun Lei, Grasselli G, Liu Quansheng, Tang Xuhai, AbdelazizA. The role of discontinuities in rock slope stability: Insights from acombined finite-discrete element simulation. Computers and Geotechnics2022;147(2):104788.
12.Shao Zuliang, Sun Lei, Aboayanah KR, Liu Quansheng, GrasselliG. Investigate the Mode I Fracture Characteristics of Granite AfterHeating/-LN2 Cooling Treatments. Rock Mech Rock Eng 2022;55(7):4477–96.
13.Yin, Xin, Liu, Quansheng*, Pan,Yucong, et al. A novel tree-based algorithm for real-time prediction ofrockburst risk using field microseismic monitoring. Environmental EarthSciences, 2021, 80: 504. https://doi.org/10.1007/s12665-021-09802-4
14.Yin, Xin, Liu, Quansheng*, Pan,Yucong, et al. Strength of stacking technique of ensemble learning in rockburstprediction with imbalanced data: Comparison of eight single and ensemble models.Natural Resources Research, 2021, 30: 1795–1815. https://doi.org/10.1007/s11053-020-09787-0
15.Sun L, Grasselli G, Liu Q, Tang X, Abdelaziz A. The role ofdiscontinuities in rock slope stability: Insights from a combinedfinite-discrete element simulation. Computers and Geotechnics2022;147(2):104788.Xin Yin, Feng Gao, Jian Wu, Xing Huang*, YucongPan, Quansheng Liu. Compressive strength prediction of sprayed concrete liningin tunnel engineering using hybrid machine learning techniques. UndergroundSpace, 2022. DOI: 10.1016/j.undsp.2022.01.003.
16.Xin Yin, Xing Huang*, Yucong Pan, Quansheng Liu*.Point and interval estimation of rock mass boreability for tunnel boring machineusing an improved attribute-weighted deep belief network. Acta Geotechnica,2022. DOI: 10.1007/s11440-022-01651-0.
17.Xing Huang, Shaohua Wang*, Quansheng Liu, XinyuWang, Bin Liu, Xiaobo Zhang. Development of a real-time monitoring andcalculation method for TBM disc-cutter’s cutting force in complex ground. Geotechnical Testing Journal, 2022, 45(5): 961-984.DOI: 10.1520/GTJ20210149.
18.Xing Huang, Quansheng Liu*, Bin Liu, DongdongWang*, Xinyu Wang, Chuigang Zeng. Development and in-situ application of a real-timecutting tool forces monitoring system in TBM tunnelling. Tunnelling andUnderground Space Technology, 2022, 124, 104453. DOI:10.1016/j.tust.2022.104453.
19.Xing Huang, Quansheng Liu, Yin Bo, Bin Liu*,Ziwei Ding, Quantai Zhang. An elasto-plastic and viscoplastic damageconstitutive model for dilatancy and fracturing behavior of soft rock squeezingdeformation. Journal of Mountain Science, 2022, 19(3), 826-848. DOI: DOI:10.1007/s11629-020-6530-4.
20.Xin Yin, Quansheng Liu*, Xing Huang*, YucongPan*. Real-time prediction of rockburst intensity using an integratedCNN-Adam-BO algorithm based on microseismic data and its engineeringapplication. Tunnelling and Underground Space Technology, 2021, 117, 104133.DOI: 10.1016/j.tust.2021.104133.
21.Wang Zhongwei, LiuQuansheng*. Failure criterion for soft rocks considering intermediateprincipal stress[J]. International Journal of Mining Science and Technology,2021, 31: 565-575. DOI:10.1016/j.ijmst.2021.05.005
22.Wang Zhongwei, LiuQuansheng*, Wang Yuxuan. Thermo-mechanical FDEM model for thermal cracking ofrock and granular materials[J]. Powder Technology, 2021, 393: 807-823. DOI: 10.1016/j.powtec.2021.08.030
23.Sun Lei, Tao Siji, Tang Xuhai, Liu Quansheng. Simulationof the nonplanar three-dimensional thermal cracking using the finiteelement-meshfree method. Applied Mathematical Modelling 2021;99(4):106–28.
24.LiuQuansheng*, Xu Xiaoyu, TangXuhai, A Numerical Study Of The Influence Of Cyclic Grouting And ConsolidationUsing Tough2,Bulletin Of Engineering Geology And The Environment, 2021，80: 145-155
25.Liu Quansheng, Wang Xinyu, Huang Xing, Prediction Model Of Rock Mass Class UsingClassification And Regression Tree Integrated Adaboost Algorithm Based On TbmDriving Data, Tunnelling And Underground Space Technology, 2020, 106:103595
26.Pan Yucong, Liu Quansheng*,Liu Qi, Liu Jianping, Peng Xingxin, Huang Xing, Wei Mingbao (2020) Full-scalelinear cutting tests to check and modify a widely-used semi-theoretical modelfor disc cutter cutting force prediction. Acta Geotechnica,15: 1481–1500. Doi:10.1007/s11440-019-00852-4
27.Sun Lei, Liu Quansheng*,Grasselli G, Tang Xuhai. Simulation of thermal cracking in anisotropic shaleformations using the combined finite-discrete element method. Computers andGeotechnics 2020;117(6):103237.
28.Liu Xuewei,Liu Quansheng*, He Jun, Numerical Simulation Of Cracking Process inRock Mass Under the Coupled Thermo-Mechanical Condition, International JournalOf Computational Methods,2020,17(9): 1950065
29.WangWeiqin, Liu Quansheng*, Ma Hao, Numerical Analysis Of MaterialModeling Rock Reinforcement In 2D FDEM And Parameter Study, Computers AndGeotechnics, 2020，126：103767
30.DengPenghai, Liu Quansheng*, Ma Hao, Time-Dependent Crack DevelopmentProcesses Around Underground Excavations，Tunnelling And Underground Space Technology，2020， 103：103518
31.Liu Xuewei,Liu Quansheng, Kang Yongshui, Investigation on Relationship of theBurial Depth And Mechanical Properties for Sedimentary Rock，Arabian Journal of Geosciences，2020，13：760
32.Lei Guangfeng, Liu Quansheng*, Peng Xingxin, Experimental Study On Mechanical PropertiesOf Fractured Rock Mass Under Different Anchoring Modes，European Journal Of Environmental And Civil Engineering，2020，24（7）： 931-948
33.Pan Yucong, Liu Quansheng*, Liu Qi, Full-ScaleLinear Cutting Tests To Check And Modify A Widely Used Semi-Theoretical ModelFor Disc Cutter Cutting Force Prediction，Acta Geotechnica，2020， 15（6）： 1481-1500
34.Zhu Yuanguang, Liu Quansheng, Liu Xuewei, Analytical Solutions For The Circular StressTransducer Embedded In Rheological Rock Mass，Applied Mathematical Modelling，2020，81：538-558.
35.Tang S-H, Zhang X-P, Liu Q-S, Chen P, Sun X-T, Sun L etal. Prediction and analysis of replaceable scraper wear of slurry shield TBM indense sandy ground: A case study of Sutong GIL Yangtze River Crossing CableTunnel. Tunnelling and Underground Space Technology 2020;95(5):103090.
36.Liu Quan-Sheng, Wu Jian, Zhang Xiao-Ping, MicroseismicMonitoring to Characterize Structure-Type Rockbursts: A Case Study of a TBM-ExcavatedTunnel，Rock Mechanics and RockEngineering，2020，53（7）： 2995-3013
37.QuanshengLiu, Weiqin Wang, Hao Ma,Parallelized Combined Finite Discrete Element (FDEM) Procedure Using Multi-GPUWith CUDA, International Journal for Numerical and Analytical Methods in Geomechanics,2020, 44(2): 208-238
38.PenghaiDeng, Quansheng Liu*, Influence of the Softening Stress Path onCrack Development around Underground Excavations: Insights from 2D-FDEMModelling, Computers and Geotechnics, 2020,117: 103239
39.Sun Lei,Liu Quansheng*, Grasselli Giovanni, Simulation of Thermal Cracking inAnisotropic Shale Formations Using the Combined Finite-Discrete Element Method,Computers And Geotechnics, 2020: 103237
40.Yongshui Kang; Congcong Hou;Bin Liu; Quansheng Liu*; Haomin Sang; Yongchao Tian. Frost deformationand a quasi-elastic-plastic-creep constitutive model for isotropic freezingrock,International Journal of Geomechanics, 2020, 20(8): 04020119. DOI:10.1061/(ASCE) GM.1943 -5622.0001749
41.YucongPan, Quansheng Liu*, Xingxin Peng, Qi Liu, Jianping Liu, XingHuang, Xianze Cui, Tao Cai, Full‑Scale Linear Cutting Tests to Propose SomeEmpirical Formulas for TBM Disc Cutter Performance Prediction, Rock Mechanicsand Rock Engineering, 2019, 52:4763–4783.
42.Lei Sun, Giovanni Grasselli,Quansheng Liu, Xuhai Tang,Coupled hydro-mechanical analysis for groutpenetration in fractured rocksusing the finite-discreteelement method, International Journalof Rock Mechanics and Mining Sciences, 2019, 124: 104138
43.Quan-ShengLiu, Yi-Fan Zhao, Xiao-PingZhang, Case study: using the point load test to estimate rock strength oftunnels constructed by a tunnel boring machine, Bullitin of Engineering Geologyand Environment, 2019, 78: 1727–1734.
44.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.
45.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.
46.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.
47.LiuQuansheng*, Tian Yongchao, JiPeiqi, Ma Hao, Experimental investigation of the peak shear strength criterionbased on three-dimensional surface description. Rock Mechanics and RockEngineering, 2018, 51(4): 1005-1025.
48.LiuQuansheng*, Liu Qi, Pan Yucong,Liu Xuewei, Kong Xiaoxuan, Deng Penghai, Microcracking mechanism analysis ofrock failure in diametral compression tests. Journal of Materials in CivilEngineering, 2018, 30(6): 1-14.
49.PanYucong, Liu Quansheng*, Liu Jianping, Peng Xingxin, Kong Xiaoxuan, Full-scalelinear cutting tests in Chongqing Sandstone to study the influence of confiningstress on rock cutting forces by TBM disc cutter. Rock Mechanics and RockEngineering, 2018, 51: 1697–1713.
50.PanYucong, Liu Quansheng*, Peng Xingxin, Kong Xiaoxuan, Liu Jianping,Zhang Xiaobo, Full-scale rotary cutting test to study the influence of disccutter installment radius on rock cutting forces. Rock Mechanics and RockEngineering, 2018, 51: 2223–2236.
51.PanYucong, Liu Quansheng*, Liu Jianping, Liu Qi, Kong Xiaoxuan, Full-scalelinear cutting tests in Chongqing Sandstone to study the influence of confiningstress on rock cutting efficiency by TBM disc cutter. Tunneling and UndergroundSpace Technology, 2018, 80: 197-210.
52.PanYucong, Liu Quansheng*, Liu Jianping, Huang Xing, Liu Qi, Peng Xingxin,Comparison between experimental and semi-theoretical disc cutter cuttingforces: Implications for frame stiffness of the linear cutting machine. ArabianJournal of Geosciences, 2018, 11: 266.
53.Liu Qi, LiuQuansheng*, Pan Yucong, Peng Xingxin, Deng Penghai, Huang Kai,Experimental study on rock indentation using infrared thermography and acousticemission techniques. Journal of Geophysics and Engineering, 2018, 15(5):1864-1877.
54.TianYongchao, Liu Quansheng*, Ma Hao, Liu Qi, Deng Penghai, New peak shearstrength model for cement filled rock joints. Engineering Geology, 2018, 233:269-280.
55.TianYongchao, Liu Quansheng*, Liu Dongfeng, Kang Yongshui, Deng Penghai, HeFan , Updates to Grasselli’s Peak Shear Strength Model. Rock Mechanics and RockEngineering, 2018,51(7): 2115-2133.
56.Wu Zhijun,Xu Xiangyu, Liu Quansheng*, Yang Yongtao, A zero-thickness cohesiveelement-based numerical manifold method for rock mechanical behavior withmicro-Voronoi grains. Engineering Analysis With Boundary Element Methods, 2018,96: 94-10.
57.LiuQuansheng, Jiang Yalong, WuZhijun, 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.
58.LiuQuansheng, Jiang Yalong, WuZhijun, Qian Zhicheng, Xu Xiangyu, Numerical modeling of acoustic emissionduring rock failure process using a Voronoi element based-explicit numericalmanifold method. Tunneling and Underground Space Technology, 2018,79: 175-189.
59.LiuQuansheng, Sun Lei, Tang Xuhai,Chen Lei, Simulate intersecting 3D hydraulic cracks using a hybrid FE-Meshfreemethod. Engineering Analysis with Boundary Elements, 2018, 91: 24-43.
60.He Jun, LiuQuansheng*, Wu Zhijun, Jiang Yalong , Geothermal-related thermo-elasticfracture analysis by numerical manifold method. Energies, 2018,11: 19961073.
61.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)
62.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)
63.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)
64.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/10.1080/19648189.2017.1327895 (Online)
65.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/10.1080/19648189.2018.1429321 (Online)
66.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/10.1080/19648189.2018.1512904 (Online)
67.LiuXuewei, Liu Quansheng*, Liu Bin, Zhu Yuanguang, Zhang Penglin, Failurebehavior for rocklike material with cross crack under biaxial compression.Journal of Materials in Civil Engineering (ASCE), 2019，31(2).
68.Weng Lei,Wu Zhijun, Liu Quansheng, Evaluating damage and microcracking behavior ofgranite using NMR testing under different levels of unconfined compression.International Journal of Geomechanics, 2019, 19 (1): 04018186.
69.YangJihua, Zhang Xiaoping, Ji Peiqi, Liu Quansheng, Lu Xinjing, WeiJianpeng, Qi Sanhong, Fang Houguo, Fang Jingnian, Geng Yijun, Analysis of disccutter damage and consumption of TBM1 section on water conveyance tunnel atLanzhou water source construction engineering. Tunneling and Underground SpaceTechnology, 2019, 85: 67-75.
70.Huang Xing, LiuQuansheng*, Shi Kai, Pan Yucong, Liu Jianping, Application and prospectof hard rock TBM for deep roadway construction in coal mines. Tunneling andUnderground Space Technology, 2018, 73: 105-126.
71.HuangXing, Liu Quansheng*, Liu He, Zhang Penglin, Pan Shaolin, ZhangXiaoping, Fang Jingnian, Development and in-situ application of a real-timemonitoring system for the interaction between TBM and surrounding rock.Tunneling and Underground Space Technology, 2018, 81: 187-208.
72.HuangXing, Liu Quangsheng*, Chen Lei, Pan Yucong, Liu Bin, Kang Yongshui,Liu Xuewei, Cutting force measurement and analyses of shell cutters on amixshield tunnelling machine. Tunneling and Underground Space Technology, 2018,82: 325-345.
73.LiuXuewei, Liu Quansheng*, Kang Yongshui, Pan Yucong, An improvednonlinear strength criterion for jointed rock masses subject to complex stressstates. International Journal of Geomechanics (ASCE), 2018, 18(3): 04017164.
74.KangYongshui, Liu Quansheng*, Xi Hailong, Gong Guangqing, Improved compoundsupport system for coal mine tunnels in densely faulted zones: A case study ofChina's Huainan coal field. Engineering Geology, 2018, 240: 10-20.
75.KongXiaoxuan, Liu Quansheng*, Zhang Qianbing, Wu Yuexiu, Zhao Jian, A methodto estimate the pressure arch formation above underground excavation in rockmass. Tunneling and Underground Space Technology, 2018, 71: 382-390.
76.LiuXuewei, Liu Quansheng*, He Jun, Liu Bin, Modified contact model withrock joint constitutive in numerical manifold method. Engineering Analysis withBoundary Elements, 2018, 93: 63-71.
77.HuangShibing, Liu Quansheng, Cheng Aiping, Liu Yanzhang, A statistical damageconstitutive model under freeze-thaw and loading for rock and its engineeringapplication. Cold Regions Science and Technology, 2018,145: 142-150.
78.HuangShibing, Liu Quansheng, Cheng Aiping, Liu Yanzhang, Liu Guofeng, A fullycoupled thermo-hydro-mechanical model including the determination of couplingparameters for freezing rock. International Journal of Rock Mechanics andMining Sciences, 2018,103: 205-214.
79.HuangShibing, Liu Quansheng*, Liu Yanzhang, Kang Yongshui, Cheng Aiping, YeZuyang , Frost heaving and frost cracking of elliptical cavities (fractures) inlow-permeability rock. Engineering Geology, 2018, 234: 1-10.
80.CuiXianze, Liu Quansheng, Zhang Chengyuan, Land subsidence due togroundwater pumping and recharge considering particle deposition effect―Takedual structural stratum of Wuhan as example. Hydrogeology Journal, 2018,26(3):789-802
81.Liu Quansheng, Sun Lei, Liu P, Chen L. ModelingSimultaneous Multiple Fracturing Using the Combined Finite-Discrete ElementMethod. Geofluids 2018(4-5):1–20.
82.He Jun, LiuQuansheng*, Wu Zhijun, Jiang Yalong , Geothermal-related thermo-elasticfracture analysis by numerical manifold method. Energies, 2018,11: 19961073.
83.Wu Zhijun,Jiang Yalong, Liu Quansheng, Ma Hao, Investigation of the excavation damagedzone around deep TBM tunnel using a Voronoi–element based explicit numericalmanifold method. International Journal of Rock Mechanics and Mining Sciences, 2018,112: 158-170.
84.ZhangXiaoping, Ji Peiqi, Liu Quansheng, Liu Qi, Zhang Qi, Peng Zhihao, Physical andnumerical studies of rock fragmentation subject to wedge cutter indentation inthe mixed ground. Tunneling and Underground Space Technology, 2018,71: 354-365.
85.Zhang Xiaoping,Ji Peiqi, Liu Quansheng, Liu Qi, Zhang Qi, Peng Zhihao, Physical andnumerical studies of rock fragmentation subject to wedge cutter indentation inthe mixed ground. Tunneling and Underground Space Technology, 2018,71: 354-365.
86.Xu Jie,Jiang Jingdong, Liu Quansheng, Gao Yufeng, Stability analysis and failureforecasting of deep-buried underground caverns based on microseismicmonitoring. Arabian Journal for Science and Engineering, 2018,43(4): 1709–1719.
87.YangYongtao, Tang Xuhai, Zheng Hong, Liu Quansheng, Liu Zhijun, Hydraulicfracturing modelling using the enriched numerical manifold method. AppliedMathematical Modelling, 2018, 53, 462-486.
88.YangYongtao, Tang Xuhai, Zheng Hong, Liu Quansheng , Four-nodequadrilateral element with continuous nodal stress for geometrical nonlinearanalysis. International Journal of Computational Methods, 2018,15(2): 1850005.
89.Liu Quansheng*,Tian Yongchao, Liu Dongfeng, Jiang Yalong, Updates to JRC-JCS model forestimating the peak shear strength of rock joints based on quantified surfacedescription. Engineering Geology, 2017,228: 282-300.
90.LiuQuansheng*, Liu Dongfeng, TianYongchao, Liu Xiaoyan , Numerical simulation of stress-strain behaviour ofcemented paste backfill in triaxial compression. Engineering Geology, 2017,231:165-175.
91.LiuXuewei, Liu Quansheng*, Wei Lai, Huang Xing, Improved StrengthCriterion and Numerical Manifold Method for Fracture Initiation andPropagation. International Journal of Geomechanics (ASCE), 2017,17(5).
92.PengXingxin, Liu Quansheng*, Pan Yucong, Lei Guangfeng, Wei Lai, Luo Ciyou,Study on the influence of different control modes on TBM disc cutterperformance by rotary cutting tests. Rock Mechanics and Rock Engineering, 2017,51(3):961-967.
93.Huang Xing, LiuQuansheng*, Liu Bin, Liu Xuewei, Pan Yucong, Liu Jianping (2017)Experimental study on the dilatancy and fracturing behavior of soft rock underunloading conditions. International Journal of Civil Engineering, 2017,15(6):921-948.
94.Ma Hao, LiuQuansheng* , Prediction of the peak shear strength of sandstone andmudstone joints infilled with high water-cement ratio grouts. Rock Mechanicsand Rock Engineering, 2017,50(8): 2021–2037.
95.LiuQuansheng, Jiang Yalong, WuZhijun, Xu Xiangyu, Liu Qi, Investigation of the rock fragmentation process bya single TBM cutter using a Voronoi element-based numerical manifold method.Rock Mechanics and Rock Engineering, 2017,51(4): 1137-1152.
96.Liu Quansheng,Lei Guangfeng, Peng Xingxin, Lu Chaobo, Wei Lai, Rheological characteristics ofcement grout and its effect on mechanical properties of a rock fracture. RockMechanics and Rock Engineering, 2017,51(2):613-625.
97.LiuQuansheng, Qian Zhicheng, WuZhijun, Micro/macro physical and mechanical variation of red sandstonesubjected to cyclic heating and cooling: An experimental study. Bulletin ofEngineering Geology and the Environment, 2017,(4) :1-15.
98.LiuQuansheng, Liu Jianping, PanYucong, Zhang Xiaoping, Peng Xingxin, Gong Qiuming, Du Lijie, A wear rule andcutter life prediction model of a 20-in. TBM cutter for granite: a case studyof a water conveyance tunnel in china. Rock Mechanics and Rock Engineering, 2017,50(5): 1303-1320.
99.LiuQuansheng, Liu Jianping, PanYucong, Kong Xiaoxuan, Hong Kairong, A case study of TBM performance predictionusing a Chinese rock mass classification system – hydropower classification(HC) method. Tunneling and Underground Space Technology, 2017,65: 140-154.
100.He Jun, LiuQuansheng*, Wu Zhijun,Creep crack analysis of viscoelastic material by numerical manifold method.Engineering Analysis with Boundary Elements, 2017,80: 72-86.
101.He Jun, LiuQuansheng*, Wu Zhijun,Xu Xiangyu , Modelling transient heat conduction of granular materials bynumerical manifold method. Engineering Analysis with Boundary Elements, 2017,86:45-55.
102.HuangShibing, Liu Quansheng, Liu Yanzhang, Ye Zuyang, Cheng Aiping, FreezingStrain Model for Estimating the Unfrozen Water Content of Saturated Rock underLow Temperature. International Journal of Geomechanics, 2017,18(2): 04017137.
103.CuiXianze, Liu Quansheng, Zhang Chengyuan (2017) Detachmentcharacteristics of deposited particles in porous media-experimentation andmodeling. Transport in Porous Media, 2017,119(3): 633–647.
104.CuiXianze, Liu Quansheng, Zhang Chengyuan (2017) Physical factorsaffecting the transport and deposition of particles in saturated porous media.Water Science and Technology-Water Supply, 2017,17(6): 1616-1625.
105.Wu Yuexiu,LiuQuansheng, Chan Andrew HC, Implementation of a time-domain random-walkmethod into a discrete element method to simulate nuclide transport infractured rock masses, Geofluids. 2017
106.Wu Zhijun, Fan Lifeng, LiuQuansheng, Ma Guowei, Micro-mechanical modeling of the macro-mechanicalresponse and fracture behavior of rock using the numerical manifold method.Engineering Geology, 2017, 225: 49-60.
107.Xu Jie,Jiang Jingdong, Xu Ning, Liu Quansheng, Gao Yufeng (2017) Anew energy index for evaluating the tendency of rockburst and its engineeringapplication. Engineering Geology, 2017,230: 46-54.
108.YangYongtao, Chen Lei, Tang Xuhai, Zheng Hong, Liu Quansheng, A partition-of-unitybased FE-Meshfree hexahedral element with continuous nodal stress, Computers& Structures, 2017,178 :17-28
109.Su Kai,Zhou Xiaoyang, Tang Xuhai, Xu Xiaoyu, Liu Quansheng , Mechanism ofcracking in dams using a hybrid FE-Mesh free Method. International journal ofGeomechanics, 2017,17(9).
110.LiuQuansheng*, Liu Dongfeng, LiuXiaoyan, Gao Fei, Li Shiqiang, Research and application of surface pastedisposal for clay-sized tailings in tropical rainy climate. International Journalof Mineral Processing, 2016,157: 227-235.
111.LiuQuansheng*, Cui Xianze, ZhangChengyua, Experimental investigation of suspended particles transport throughporous media: Particle and grain size effect. Environmental Technology, 2016,37(7): 854-864.
112.Liu Quansheng*, Jiang Jingdong, Zhang Chengyuan, Zhu Yuanguang, Analyticalinvestigation for in situ stress measurement with rheological stress recoverymethod and its application. Mathematical Problems in Engineering. 2016.
113.He Jun, LiuQuansheng*, Ma Guowei, Zeng Bin, An improved numerical manifold methodincorporating hybrid crack element for crack propagation simulation.International Journal of Fracture, 2016, 199(1): 21-38.
114.Kang Yongshui,LiuQuansheng*, Cheng Yong, Liu Xiaoyan , Combined freeze-sealing and NewTubular Roof construction methods for seaside urban tunnel in soft ground. Tunnelingand Underground Space Technology. 2016, 58: 1-10.
115.LiuQuansheng, Huang Xing, GongQiuming, Du Lijie, Pan Yucong, Liu Jianping, Application and development ofhard rock TBM and its prospect in China. Tunneling and Underground SpaceTechnology, 2016, 57: 33-46.
116.YangYongtao, 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.
117.ZhuYuanguang Liu Quansheng*, A New Three-Dimensional Pressure Transducer forMeasuring Soft Rock Stress, Geotechnical Testing Journal, 2016, 39(5): 703-711.
118.LiuXuewei, Liu Quansheng*, Huang Shibing, Wei Lai, Lei Guangfeng, Fracturepropagation characteristic and micromechanism of rock-like specimens underuniaxial and biaxial compression. Shock and Vibration, Article. 2016, ID6018291.
119.LiuQuansheng, Pan Yucong, LiuJianping, Kong Xiaoxuan, Shi Kai, Comparison and discussion on fragmentationbehavior of soft rock in multi-indentation tests by a single TBM disc cutter.Tunneling and Underground Space Technology, 2016, 57: 151-161.
120.LiuQuansheng, Huang Shibing, KangYongshui, Liu Xuewei, A prediction model for uniaxial compressive strength ofdeteriorated rocks due to freeze–thaw. Cold Regions Science and Technology, 2016,120 (S1): 96–107.
121.Wu Yuexiu,Tan Xianjun, Liu Quansheng, Structural Foamed Concrete With LightweightAggregate and Polypropylene Fiber: Product Design Through Orthogonal Tests.Polymers and Polymer Composites, 2016, 24(2): 173-178.
122.TangZhicheng, 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
123.LiuQuansheng*, Xu Jie, Liu Xuewei,Jiang Jingdong, Liu Bin, The role of flaws on crack growth in rock-likematerial assessed by AE technique. International Journal of Fracture, 2015, 193(2):99-115.
124.Liu Quansheng*, Xu Jie, Liu Bin, Jiang Jingdong, Acoustic emission behavior ofrock-like materi-al containing two flaws in the process of deformation failure.Shock and Vibration, 2015, ID 167580.
125.Zhang Xiaoping,LiuQuansheng, Wu Shunchuan, Tang Xuhai, Crack coalescence between twonon-parallel flaws in rock-like material under uniaxial compression.Engineering Geology, 2015, 199: 74-90.
126.Wu Zhijun,Liang Xu, Liu Quansheng, Numerical investigation of rock heterogeneityeffect on rock dynamic strength and failure process using cohesive fracturemodel. Engineering Geology, 2015, 197: 198-210.
127.QuanshengLiu, Shibing Huang, YongshuiKang, and Xuewei Liu, A prediction model for uniaxial compressive strength ofdeteriorated 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.
128.YongshuiKang, Liu Quansheng*, Guangqing Gong, Huaichao Wang, Application of acombined support system to the weak floor reinforcement in deep undergroundcoal mine, International Journal of Rock Mechanics and Mining Science,2014,74:143-150.
129.Yongshui Kang, QuanshengLiu*, and H. Xi, Numerical analysis of THM coupling of a deeply buriedroadway passing through composite strata and dense faults in a coal mine,Bulletin of Engineering Geology and the Environment, 2014,73(1): 77-86.
130.TangZhi-Cheng, Liu Quan-Sheng*, Xia Cai-chu, Song Ying-Long, Huang Ji-hui,Wang Chun-Bo, Mechanical Model for Predicting Closure Behavior of Rock JointsUnder Normal Stress，RockMechanics and Rock Engineering, 2014, 47:2287-2298.
131.KangYongshui, Liu Quansheng, Liu Xiaoyan, Huang Shibing, Theoretical andnumerical studies of crack initiation and propagation in rock masses underfreezing pressure and far-field stress. Journal of Rock Mechanics andGeotechnical Engineerging, 2014,6(5): 466-476.
132.KangYongshui, Liu Quansheng*, A fully coupled thermo-hydro-mechanical modelfor rock mass under freezing/thawing condition, COLD REGIONS SCIENCE ANDTECHNOLOGY, 2013, 95: 19-26.
133.TangZhi-Cheng, Liu Quan-Sheng*, New criterion for rock joints based onthree-dimensional roughness parameters, Journal of Central South University, 2014,21:4653-4659.
134.LiuQuansheng*, Li Jinlan, Liu Bin,The stability control theory of deep Coal mine roadway, Energy EducationScience and Technology Part A: Energy Science and Research, 2012, 30 (1):521-528.
135.Jiao YY,Zhang XL, Zhao J, Liu QS., Viscous boundary of DDA for modeling stress wave propagationin jointed rock, International Journal of Rock Mechanics and Mining Sciences,2007, 44(7): 1070-1076.
136.ZhangChengyuan, Liu Xiaoyan, Liu Quansheng, Athermo-hydro-mechano-chemical formulation for modeling water transport around aventilated tunnel in an argillaceous rock, Journal of Rock Mechanics andGeotechnical Engineering, 2013, 5(2): 145-155.
137.LIUQuan-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.
138.ZhuYuan-guang, LIU Quansheng, Research for time-temperature equivalenceeffect of rock(Ⅱ):Experimental research, Rock and Soil Mechanics,Vol.32 ( No.4) : 961-966 , April2011.
139.XiaoyanLiu, Chengyuan Zhang, Quansheng Liu, Multiple-pointstatistical prediction on fracture networks at Yucca Mountain ,EnvironmentalGeology, 2009. 57(6): 1361-1370 .
140.LiuQuansheng, Zhang Chengyuan, LiuXiaoyan, Numerical Modelling and Simulation of Coupled THM Processes in Task_Dof DECOVALEX_Ⅳ, Vol. 25: 709-720, April2006, Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics andEngineering.
141.Kang Y, Liu Q,Liu X, et al. Theoretical and numerical studies of crack initiation andpropagation in rock masses under freezing pressure and far-field stress[J],Journal of Rock Mechanics and Geotechnical Engineering. 2014, 6(5): 466-476.
142.邓鹏海，刘泉声，黄兴，潘玉丛，伯音,水平层状软弱围岩破裂碎胀大变形机制有限元-离散元耦合数值模拟研究,岩土力学,43卷增2,2022,508- 523.
143.殷欣, 高峰,刘泉声,王心语,黄兴,潘玉丛.面向隧道掘进机可掘性评价的多算法融合优化模型及其工程应用[J].岩石力学与工程学报,2022, 41(S1): 2757-2771. DOI: 10.13722/j.cnki.jrme.2021.0591.
144.高峰,殷欣,刘泉声,黄兴,伯音,张全太,王心语.基于塔式池化架构的采掘工作面煤岩图像识别方法[J].煤炭学报,2021,46(12):4088-4102.DOI:10.13225/j.cnki.jccs.2021.0624.
145.殷欣, 刘泉声,王心语,黄兴.基于组合赋权和属性区间识别理论的岩爆烈度分级预测模型[J].煤炭学报,2020, 45(11): 3772-3780. DOI: 10.13225/j.cnki.jccs.2019.1250.
146.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
147.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[J].岩石力学与工程学报,2020, 39: 3286-3296. DOI:10.13722/j.cnki.jrme.2019.1055
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.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.
243.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.
244.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.
245.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.
246.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.
247.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）.
248.
249.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
250.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
251.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）.
252.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）.
253.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）.
254.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）.
255.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.
256.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）.
257.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）.
258.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).
259.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）.
260.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）.
261.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）.
262.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）.
263.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）.
264.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）.
265.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）.
266.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）
267.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）.
268.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）.
269.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）.
270.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）.
271.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）.
272.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）.
273.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）.
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）.
