[1] 魏 星, 沈 乐, 陶志平. 富水软岩隧道突泥塌方及地层沉降的模型试验[J]. 岩土力学, 2012, 33(8): 2291-2296. (WEI Xing, SHEN Le, TAO Zhi-ping. Model Test Studies of Collapse and Settlement of Tunnel in Saturated Soft Rocks[J]. Rock and Soil Mechanics, 2012, 33(8): 2291-2296.(in Chinese))
[2] 李术才, 王 凯, 李利平, 等. 海底隧道新型可拓展突水模型试验系统的研制及应用[J]. 岩石力学与工程学报, 2014, 33(12): 2409-2418.(LI Shu-cai, WANG Kai, LI Li-ping, et al. Development and Application of an Extendable Model Test System for Water Inrush Simulation in Subsea Tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(12): 2409-2418.(in Chinese))
[3] 周 毅, 李术才, 李利平, 等. 地下工程流-固耦合试验新技术及其在充填型岩溶管道突水模型试验中的应用[J]. 岩土工程学报, 2015, 37(7): 1232-1240.(ZHOU Yi, LI Shu-cai, LI Li-ping, et al. New Technology for Fluid-Solid Coupling Tests of Underground Engineering and Its Application in Experimental Simulation of Water Inrush in Filled-type Karst Conduit[J]. Chinese Journal of Geotechnical Engineering,2015,37(7):1232-1240.(in Chinese))
[4] 周 毅, 李术才, 李利平, 等. 隧道充填型岩溶管道渗透失稳突水机制三维流-固耦合模型试验研究[J]. 岩石力学与工程学报, 2015, 34(9): 1739-1749. (ZHOU Yi, LI Shu-cai , LI Li-ping, et al. 3D Fluid-Solid Coupled Model Test on Water-inrush in Tunnel Due to Seepage from Filled Karst Conduit[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(9):1739-1749.(in Chinese))
[5] 李 浪, 戎晓力, 王明洋, 等. 深长隧道突水地质灾害三维模型试验系统研制及其应用[J]. 岩石力学与工程学报, 2016, 35(3): 491-497. (LI Lang, RONG Xiao-li, WANG Ming-yang, et al. Development and Application of 3D Model Test System for Water Inrush Geohazards in Long and Deep Tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(3): 491-497.(in Chinese))
[6] 王 凯, 李术才, 张庆松, 等. 流-固耦合模型试验用的新型相似材料研制及应用[J]. 岩土力学, 2016, 37(9): 2521-2533.(WANG Kai, LI Shu-cai, ZHANG Qing-song, et al. Development and Application of New Similar Materials of Surrounding Rock for a Fluid-Solid Coupling Model Test[J]. Rock and Soil Mechanics, 2016, 37(9): 2521-2533.(in Chinese))
[7] 王德明, 张庆松, 张 霄, 等. 断层破碎带隧道突水突泥灾变演化模型试验研究[J]. 岩土力学, 2016, 37(10): 2851-2860.(WANG De-ming, ZHANG Qing-song, ZHANG Xiao, et al. Model Experiment on Inrush of Water and Mud and Catastrophic Evolution in a Fault Fracture Zone Tunnel[J]. Rock and Soil Mechanics, 2016, 37(10): 2851-2860.(in Chinese))
[8] 张庆松, 王德明, 李术才, 等. 断层破碎带隧道突水突泥模型试验系统研制与应用[J]. 岩土工程学报, 2017, 39(3): 417-426.(ZHANG Qing-song, WANG De-ming, LI Shu-cai, et al. Development and Application of Model Test System for Inrush of Water and Mud of Tunnel in Fault Rupture Zone[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3): 417-426.(in Chinese))
[9] 吴 昊, 杨晓华, 陈星宇. 富水断层隧道涌水特征试验[J]. 长安大学学报(自然科学版), 2017, 37(5): 73-80.(WU Hao, YANG Xiao-hua, CHEN Xing-yu. Model Test on Water Gushing Characteristics of Tunnel in Water-rich Fault[J]. Journal of Chang'an University (Natural Science Edition), 2017, 37(5): 73-80.(in Chinese))
[10] 杨为民, 王 浩, 杨 昕, 等. 高地应力–高水压下隧道突水模型试验系统的研制及应用[J]. 岩石力学与工程学报, 2017, 36(增刊2): 3992-4001. (YANG Wei-min, WANG Hao, YANG Xin, et al. Development and Application of Model Test System for Water Inrush in High-geostress and High Hydraulic Pressure Tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(S2): 3992-4001.(in Chinese))
[11] 潘东东, 李术才, 许振浩, 等. 岩溶隧道承压隐伏溶洞突水模型试验与数值分析[J]. 岩土工程学报, 2018, 40(5): 828-836.(PAN Dong-dong, LI Shu-cai, XU Zhen-hao, et al. Model Tests and Numerical Analysis for Water Inrush Caused by Karst Caves Filled with Confined Water in Tunnels[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(5): 828-836.(in Chinese))
[12] 李术才, 潘东东, 许振浩, 等. 承压型隐伏溶洞突水灾变演化过程模型试验[J]. 岩土力学, 2018, 39(9): 3164-3173.(LI Shu-cai, PAN Dong-dong, XU Zhen-hao, et al. A Model Test on Catastrophic Evolution Process of Water Inrush of a Concealed Karst Cave Filled with Confined Water[J]. Rock and Soil Mechanics, 2018, 39(9): 3164-3173.(in Chinese))
[13] 李秀茹, 郭恩栋, 薛 帅, 等. 富水破碎带岩溶隧道突水模型试验研究[J]. 自然灾害学报, 2019, 28(2): 101-108. (LI Xiu-ru, GUO En-dong, XUE Shuai, et al. Model Test on Water Burst of Karst Tunnel in Water-rich Fracture Zone[J]. Journal of Natural Disasters, 2019, 28(2): 101-108.(in Chinese))
[14] 张 强, 曾开帅, 张 宇, 等. 红层地区飞仙关隧道特大涌水模型试验[J]. 南水北调与水利科技, 2019, 17(5): 166-171. (ZHANG Qiang, ZENG Kai-shuai, ZHANG Yu, et al. Model Simulation Test for Large-scale Water Inflow in Feixianguan Tunnel in Red Bed Area[J]. South-to-North Water Transfers and Water Science & Technology, 2019, 17(5): 166-171.(in Chinese))
[15] 刘 涛, 孙文景, 龚旭东, 等. 基于模型试验的富水砂层新意法变形控制研究[J]. 中国海洋大学学报(自然科学版), 2020, 50(10): 73-81. (LIU Tao, SUN Wen-jing, GONG Xu-dong, et al. Study on Deformation Control of Water-rich Sand by Innovative Method Based on Model Test[J]. Periodical of Ocean University of China, 2020, 50(10): 73-81.(in Chinese))
[16] 李 浪, 陈显波, 程金星, 等. 深长隧道突涌水灾害防突岩盘模型试验研究[J]. 岩石力学与工程学报, 2020, 39(增刊2): 3278-3285. (LI Lang, CHEN Xian-bo, CHENG Jin-xing, et al. Model Test to Investigate Waterproof-resistant Slab for Water Inrush Geohazards in Deep Buried and Long Tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(S2):3278-3285.(in Chinese))
[17] 陈 强. 岩溶储气长隧道工程地质系统研究[D]. 成都: 西南交通大学, 2005.(CHEN Qiang. Study on Engineering Geological System of Karst Gas Storage Long Tunnel[D].Chengdu: Southwest Jiaotong University, 2005.(in Chinese))
[18] XUE Yi-guo, KONG Fan-meng, LI Shu-cai, et al. Water and Mud Inrush Hazard in Underground Engineering: Genesis, Evolution and Prevention[J]. Tunnelling and Underground Space Technology, 2021, 114: 103987.
[19] WANG Ying-chao, CHEN Fan, LI Xiao-zhao, et al. The Variable-Mass Seepage Law of Broken Porous Rock: An Experimental Study[J]. Geomatics, Natural Hazards and Risk, 2020, 11(1): 1991-2005.
[20] 黄 震, 李仕杰, 赵 奎, 等. 隧道完整型岩盘渗透破坏失稳机制流固耦合模型试验研究[J]. 应用基础与工程科学学报, 2019, 27(6): 1345-1356. (HUANG Zhen, LI Shi-jie, ZHAO Kui, et al. Liquid-solid Coupling Model Test to Investigate Seepage Failure Mechanism of Intact Confining Rocks of Tunnels[J]. Journal of Basic Science and Engineering, 2019, 27(6): 1345-1356.(in Chinese))
[21] 李玉生, 翁贤杰, 王人杰, 等. 隧道穿越断层破碎带突水突泥机理模拟试验研究[J]. 公路交通科技, 2020, 16(12):89-99. (LI Yu-sheng, WENG Xian-jie, WANG Ren-jie, et al. Experimental Study on Simulating Mechanism of Water and Mud Inrush in Tunnel Crossing Fault Fracture Zone[J]. Journal of Highway and Transportation Research and Development, 2020, 16(12):89-99.(in Chinese))
[22] 刘新荣, 石建勋, 刘元锋, 等. 隧道水灾害模型试验研究[J]. 中国公路学报, 2013, 26(1): 121-126. (LIU Xin-rong, SHI Jian-xun, LIU Yuan-feng, et al. Study on Tunnel Model Test of Water Disasters[J]. China Journal of Highway and Transport, 2013, 26(1): 121-126.(in Chinese))
[23] 张志成, 戎晓力, 李 浪, 等. 隧道隔水板安全厚度数值模拟与模型试验研究[J]. 辽宁工程技术大学学报(自然科学版), 2016, 35(11): 1266-1271. (ZHANG Zhi-cheng, RONG Xiao-li, LI Lang, et al. Study on Model Test and Numerical Simulation of Waterproof-resistant Slab Minimum Thickness in Tunnels[J]. Journal of Liaoning Technical University (Natural Science), 2016, 35(11): 1266-1271.(in Chinese))
[24] 张伟杰, 李术才, 魏久传, 等. 破碎围岩注浆加固体开挖稳定性及水压超载试验研究[J]. 中南大学学报(自然科学版), 2016, 47(6): 2083-2090.(ZHANG Wei-jie, LI Shu-cai, WEI Jiu-chuan, et al. Excavation Stability and Hydraulic Overload Test of Grouting Body in Fractured Zone[J]. Journal of Central South University (Science and Technology), 2016, 47(6): 2083-2090.(in Chinese))
[25] LI Shu-cai, LIU Hong-liang, LI Li-ping, et al. Large Scale Three-dimensional Seepage Analysis Model Test and Numerical Simulation Research on Undersea Tunnel[J]. Applied Ocean Research, 2016, 59: 510-520.
[26] LI Li-ping, CHEN Di-yang, LI Shu-cai, et al. Numerical Analysis and Fluid-Solid Coupling Model Test of Filling-Type Fracture Water Inrush and Mud Gush[J]. Geomechanics and Engineering, 2017, 13(6): 1011-1025.
[27] 黄 震, 李晓昭, 李仕杰, 等. 隧道突水模型试验流固耦合相似材料的研制及应用[J]. 中南大学学报(自然科学版), 2018, 49(12): 3029-3039. (HUANG Zhen, LI Xiao-zhao, LI Shi-jie, et al. Research and Development of Similar Material for Liquid-solid Coupling and Its Application in Tunnel Water-inrush Model Test[J]. Journal of Central South University (Science and Technology), 2018, 49(12): 3029-3039.(in Chinese))
[28] 王健华, 李术才, 李利平, 等. 隧道岩溶管道型突涌水动态演化特征及涌水量综合预测[J]. 岩土工程学报, 2018, 40(10): 1880-1888.(WANG Jian-hua, LI Shu-cai, LI Li-ping, et al. Dynamic Evolution Characteristics and Prediction of Water Inflow of Karst Piping-type Water Inrush of Tunnels[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1880-1888.(in Chinese))
[29] ZHANG Q, JIANG Q, ZHANG X, et al. Model Test on Development Characteristics and Displacement Variation of Water and Mud Inrush on Tunnel in Fault Fracture Zone[J]. Natural Hazards, 2019, 99(1): 467-492.
[30] 房忠栋, 杨为民, 王 旌, 等. 深埋隧道前方承压溶洞隔水岩体最小安全厚度研究[J]. 中南大学学报(自然科学版), 2021, 52(8): 2805-2816. (FANG Zhong-dong, YANG Wei-min, WANG Jing, et al. Study on the Minimum Safe Thickness of Water-proof Rock Mass in Front of Deep-buried Tunnels[J]. Journal of Central South University (Science and Technology), 2021, 52(8): 2805-2816.(in Chinese))
[31] 王 静, 刘 斌, 隋青美, 等. 新型FBG渗压传感器在隧道涌水模型中的应用[J]. 光电子·激光, 2009, 20(10): 1286-1289. (WANG Jing, LIU Bin, SUI Qing-mei, et al. Application of a Novel Fiber-optic Grating Seepage Pressure Sensor in Tunnel Water Gushing Model[J]. Journal of Optoelectronics·Laser, 2009, 20(10): 1286-1289.(in Chinese))
[32] JIANG Hai-ming, LI Lang, RONG Xiao-li, et al. Model test to Investigate Waterproof-Resistant Slab Minimum Safety Thickness for Water Inrush Geohazards[J]. Tunnelling and Underground Space Technology, 2017, 62: 35-42.
[33] YANG Wei-min, FANG Zhong-dong, YANG Xin, et al. Experimental Study of Influence of Karst Aquifer on the Law of Water Inrush in Tunnels[J]. Water, 2018, 10(9): 1211.
[34] 李术才, 刘 斌, 李树忱, 等. 基于激发极化法的隧道含水地质构造超前探测研究[J]. 岩石力学与工程学报, 2011, 30(7): 1297-1309.(LI Shu-cai, LIU Bin, LI Shu-chen, et al. Study of Advanced Detection for Tunnel Water-bearing Geological Structures with Induced Polarization Method[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(7): 1297-1309.(in Chinese))
[35] 刘 斌, 聂利超, 李术才, 等. 隧道突水灾害电阻率层析成像法实时监测数值模拟与试验研究[J]. 岩土工程学报, 2012, 34(11): 2026-2035.(LIU Bin, NIE Li-chao, LI Shu-cai, et al. Numerical Forward and Model Tests of Water Inrush Real-time Monitoring in Tunnels Based on Electrical Resistivity Tomography Method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2026-2035.(in Chinese))
[36] 李术才,赵 岩,徐帮树,等.海底隧道涌水量数值计算的渗透系数确定方法[J]. 岩土力学,2012,33(5):1497-1504,1512.(LI Shu-cai,ZHAO Yan,XU Bang-shu, et al. Study of Determining Permeability Coefficient in Water Inrush Numerical Calculation of Subsea Tunnel[J]. Rock and Soil Mechanics, 2012, 33(5): 1497-1504, 1512.(in Chinese))
[37] 刘 斌, 李术才, 聂利超, 等. 隧道含水构造直流电阻率法超前探测三维反演成像[J]. 岩土工程学报, 2012, 34(10): 1866-1876.(LIU Bin, LI Shu-cai, NIE Li-chao, et al. Advanced Detection of Water-bearing Geological Structures in Tunnels Using 3D DC Resistivity Inversion Tomography Method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1866-1876.(in Chinese))
[38] 聂利超, 李术才, 刘 斌, 等. 隧道激发极化法超前探测快速反演研究[J]. 岩土工程学报, 2012, 34(2): 222-229.(NIE Li-chao, LI Shu-cai, LIU Bin, et al. Fast Inversion for Advanced Detection Using Induced Polarization in Tunnel[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 222-229.(in Chinese))
[39] 聂利超, 张欣欣, 刘 斌, 等. 基于GPU混合反演的隧道电阻率超前探测成像研究[J]. 地球物理学报, 2017, 60(12): 4916-4927. (NIE Li-chao, ZHANG Xin-xin, LIU Bin, et al. A Study on Resistivity Imaging in Tunnel Ahead Prospecting Based on GPU Joint Inversion[J]. Chinese Journal of Geophysics, 2017, 60(12): 4916-4927.(in Chinese))
[40] LIU Bin, LIU Zheng-yu, LI Shu-cai, et al. An Improved Time-Lapse Resistivity Tomography to Monitor and Estimate the Impact on the Groundwater System Induced by Tunnel Excavation[J]. Tunnelling and Underground Space Technology, 2017, 66: 107-120.
[41] LI Shu-cai, LI Meng-tian, ZHANG Xiao, et al. Study on a New Design of Grouting Pump for Managing Water Inrush in Karst Tunnels[J]. Stavební obzor-Civil Engineering Journal, 2018, 27(3): 364-379.
[42] YANG Wei-min,WANG Mei-xia,ZHOU Zong-qing,et al. A True Triaxial Geomechanical Model Test Apparatus for Studying the Precursory Information of Water Inrush from Impermeable Rock Mass Failure[J]. Tunnelling and Underground Space Technology, 2019, 93: 103078.
[43] PAN D, LI S, XU Z, et al. Experimental and Numerical Study of the Water Inrush Mechanisms of Underground Tunnels Due to the Proximity of a Water-filled Karst Cavern[J]. Bulletin of Engineering Geology and the Environment, 2019, 78(8): 6207-6219.
[44] LI S, GAO C, ZHOU Z, et al. Analysis on the Precursor Information of Water Inrush in Karst Tunnels: A True Triaxial Model Test Study[J]. Rock Mechanics and Rock Engineering, 2019, 52(2): 373-384.
[45] GUO Q, NIE L, LI N, et al. Water-bearing Body Prospecting Ahead of Tunnel Face Using Moving Electrical-source Method[J]. Geotechnical and Geological Engineering, 2019, 37(3): 2047-2064.
[46] GAO Cheng-lu,ZHOU Zong-qing,YANG Wei-min,et al. Model Test and Numerical Simulation Research of Water Leakage in Operating Tunnels Passing through Intersecting Faults[J]. Tunnelling and Underground Space Technology, 2019, 94: 103134.
[47] LI Li-ping, SUN Shang-qu, WANG Jing, et al. Experimental Study of the Precursor Information of the Water Inrush in Shield Tunnels Due to the Proximity of a Water-filled Cave[J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 130: 104320.
[48] LI Li-ping, SUN Shang-qu, WANG Jing, et al. Development of Compound EPB Shield Model Test System for Studying the Water Inrushes in Karst Regions[J]. Tunnelling and Underground Space Technology, 2020, 101: 103404.
[49] ZHANG Z, ZHANG Q, XIANG W, et al. Development and Application of a Three-dimensional Geo-mechanical Model Test System under Hydro-mechanical Coupling[J]. Geotechnical and Geological Engineering, 2021, 39(4): 3147-3160.
[50] LIU Dun-wen, TANG Yu, CAO Min, et al. Nondestructive Testing on Cumulative Damage of Watery Fractured Rock Mass under Multiple Cycle Blasting[J]. Engineering Fracture Mechanics, 2021, 254: 107914.
[51] LI Shu-cai,LIU Cong,ZHOU Zong-qing,et al.Multi-sources Information Fusion Analysis of Water Inrush Disaster in Tunnels Based on Improved Theory of Evidence[J]. Tunnelling and Underground Space Technology, 2021, 113: 103948.
[52] GUO Yan-hui, KONG Zhi-jun, HE Jin, et al. Development and Application of the 3D Model Test System for Water and Mud Inrush of Water-Rich Fault Fracture Zone in Deep Tunnels[J]. Mathematical Problems in Engineering, 2021, 2021: 1-16.
[53] 李元海, 杜建明, 刘 毅. 隧道工程物理模拟试验技术现状与趋势分析[J]. 隧道建设(中英文), 2018, 38(1): 10-21. (LI Yuan-hai, DU Jian-ming, LIU Yi. State-of-art and Development Trend of Physical Simulation Experiment Technology for Tunnel Engineering[J]. Tunnel Construction, 2018, 38(1): 10-21.(in Chinese))
[54] 刘 博,徐 飞,赵维刚,等.隧道工程结构模型试验系统研究综述与展望[J].岩土力学,2022,43(增刊1): 452-468. (LIU Bo, XU Fei, ZHAO Wei-gang, et al. Review and Prospect of Model Test System for Tunnel Engineering Structure[J]. Rock and Soil Mechanics, 2022, 43(S1): 452-468.(in Chinese))
[55] 倪化勇, 唐 川. 中国泥石流起动物理模拟试验研究进展[J]. 水科学进展, 2014, 25(4): 606-613. (NI Hua-yong, TANG Chuan. Advances in the Physical Simulation Experiment on Debris Flow Initiation in China[J]. Advances in Water Science, 2014, 25(4): 606-613.(in Chinese))
[56] 胡耀青, 赵阳升, 杨 栋. 三维固流耦合相似模拟理论与方法[J]. 辽宁工程技术大学学报(自然科学版), 2007, 26(2): 204-206. (HU Yao-qing, ZHAO Yang-sheng, YANG Dong. Simulation Theory & Method of 3D Solid-liquid Coupling[J]. Journal of Liaoning Technical University (Natural Science), 2007, 26(2): 204-206.(in Chinese))
[57] 尹相杰. 复杂环境条件下新型流固耦合模型相似材料的研制及其应用[D]. 济南: 山东大学, 2020. (YIN Xiang-jie. Development and Application of New Fluid-Solid Coupling Model Similar Materials under Complex Environmental Conditions[D].Jinan: Shandong University, 2020. (in Chinese))
[58] 李树忱,冯现大,李术才,等.新型固流耦合相似材料的研制及其应用[J].岩石力学与工程学报,2010,29(2):281-288.(LI Shu-chen, FENG Xian-da, LI Shu-cai, et al. Research and Development of a New Similar Material for Solid-Fluid Coupling and Its Application[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(2): 281-288.(in Chinese))
[59] 彭振华,丁 浩,连建发,等.分形理论在地下工程岩体质量评价中的应用[J].隧道建设,2003,23(1):7-10. (PENG Zhen-hua, DING Hao, LIAN Jian-fa, et al. Application of Fractal Theory to Rock Mass Quality Evaluation of Underground Engineering[J]. Tunnel Construction, 2003, 23(1): 7-10.(in Chinese))
[60] 张强勇, 李术才, 李 勇, 等. 地下工程模型试验新方法、新技术及工程应用[M]. 北京: 科学出版社, 2012. (ZHANG Qiang-yong, LI Shu-cai, LI Yong, et al. New Methods, Technologies and Engineering Applications of Model Tests for Underground Engineering[M]. Beijing: China Science Press, 2012.(in Chinese))
