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2025年MatDEM发表论文情况一览

2025年,通用高性能离散元软件MatDEM在地质、岩土、水利、环境、行星科学等领域得到了更为广泛的应用。根据“MatDEM”关键词检索,基于MatDEM数值模拟结果,本年度共有41篇学术论文发表,再创新高!

其中18篇为SCI一区论文,13篇为中文论文。(友情提醒:基于MatDEM发表论文,请务必在标题、摘要或关键词中包含MatDEM,方便后续检索和引用)



                                                                                                                   
单位/作者应用领域英文题目发表期刊
同济大学
    Yadong Xue 等人
基于MatDEM的敞开式TBM隧道盘形滚刀受力模型研究:考虑安装半径和协同效应MatDEM-based   study of disc cutter force model in open TBM tunnels: Incorporating   installation radius and synergistic effectsUnderground   Space
中国科学院武汉岩土力学研究所
    Liang Xiao 等人
地基加固路堤的数值研究:结构几何设计Numerical   investigation of ground reinforced embankments Structural geometry designGeotextiles   and Geomembranes
重庆大学
    Shiqi Li 等人
考虑湿化作用下隧道开挖卸荷时土-红层软岩混合物的变形特性及损伤机制研究Study   on deformation characteristics and damage mechanisms of soil-redstratum soft   rock mixture undergoing tunnel excavation uloadingconsidering wettingTransportation   Geotechnics
东南大学
    Haitao Yu 等人
基于非饱和渗流机制的含软弱夹层浅层土质滑坡离散元模拟Discrete   element simulation of shallow soil landslides with weak interlayer   due to the mechanism of unsaturated seepageBulletin   of Engineering Geology and the Environment
常州大学
    Qihang Li 等人
基于MatDEM模拟降雨-采矿耦合作用下高边坡角的破坏机制Simulating   the Failure Mechanism of High-Slope Angles Under Rainfall-Mining Coupling   Using MatDEMWater
四川农业大学
    Xiangrui Huang 等人
基于离散元法的汶川地震诱发大型滑坡动态过程分析Dynamic   process analysis of large‑scale landslides triggered   by the Wenchuan earthquake via the discrete element   methodNatural   Hazards
扬州大学
    Zhen Wang 等人
基于离散元法的稳定性分析案例研究中,通过地质统计模拟对三个因素进行的不确定性量化Uncertainty   quantification of three factors by geostatistical simulations applied to a   stability analysis case study using a discrete element methodEnvironmental   Earth Sciences
青海省环境地质勘查局
    Gang Wei 等人
非饱和黄土的力学特性表征及冻融循环作用下边坡稳定性的数值模拟Mechanical   Characterization of Unsaturated Loess and Numerical Simulation of Slope   Stability Under Freeze–Thaw CyclesAdvances   in Civil Engineering
南京大学
    Wenqiang Xia 等人
基于改进离散元法的管道内颗粒迁移建模Modeling   of particle migration in piping based on an improved discrete element methodRock   Mechanics Bulletin
西南交通大学
    Yidan Huang 等人
分形组构对大型堆积体剪切特性的影响Influence   of fractal fabric on the shear characteristics of large scale accumulation   bodiesScientific   Reports
日本群马大学
    Yuhao Ren 等人
液桥力在岩冰雪崩动力学中的重要性:基于离散元模拟的见解Importance   of liquid bridge forces in dynamics of rock-ice avalanches: insights from   discrete element simulationsComputers   and Geotechnics
日本群马大学
    Yuhao Ren 等人
干岩石-冰颗粒材料的接触依赖性惯性数和μ(I)流变性Contact-dependent   inertial number and granular materials μ (I) rheology for dry rock-iceEngineering   Geology
西北核技术研究所
    Zhenxing Liu 等人
砾石振动压实影响因素的试验与数值研究An   experimental and numerical investigation of influencing factors of gravel   vibratory compactionConstruction   and Building Materials
三峡大学
    Yushan Chen 等人
用于计算滑坡土体中饱和与非饱和渗流的离散元法及实例研究A   discrete element method for calculating satu rated and unsaturated seepage in   landslide soils and a case studyLandslides
武汉理工大学
    Xin Wei 等人
基于数字岩心技术的礁灰岩三维精细离散元数值建模方法及其应用Three-dimensional   refined discrete element numerical modeling method and its application for   reef limestone based on digital core technologyComputers   and Geotechnics
南京大学
    Maoyi Mao 等人
盾构隧道接缝变形监测:室内试验与离散元模拟Deformation   monitoring at shield tunnel joints: Laboratory test and discrete element   simulationDeep   Underground Science and Engineering
中国矿业大学
    Wenping Li 等人
鄂尔多斯盆地K1/J2接触带古风化节理岩体的原位剪切试验与数值模拟In   Situ Shear Test and Numerical Simulation of the Paleoweathered Jointed Rock   Mass in the K1/J2 Contact Zone of the Ordos BasinInternational   Journal of Civil Engineering
中钢集团马鞍山矿山研究总院股份有限公司
    Jiabo Geng 等人
基于SBAS和MatDEM的大型露天矿区历史变形及岩层含水量变化研究Research   on historical deformation and rock layer water content variation in large   open-pit mining areas based on SBAS and MatDEMFrontiers   in Earth Science
南京大学
    Yao Zhu 等人
基于离散元的非均质地层水力压裂模拟:与声发射和主动波传播的联合验证DEM‑Based   Hydraulic Fracturing Simulation in Heterogeneous Formations: Joint   Validation with Acoustic Emission and Active Wave PropagationRock   Mechanics and Rock Engineering
四川农业大学
    Xiangrui Huang 等人
巨型古滑坡的地质力学触发因素:来自中国金沙江上游流域特米事件的见解Geomechanical   triggers of a giant palaeo-landslide: insights from the Temi-event in the   upper Jinsha River Basin, ChinaNatural   Hazards
辽宁工程技术大学
    Lihui Qi 等人
三轴剪切-渗流试验下露天矿排土场压实黏土的渗透性响应及机理Permeability   response and mechanismsofcompactedclayinopen-pit   minedumpsundertriaxialshear-seepage testingComputational   Particle Mechanics
江西理工大学
    Xiang Yang 等人
地下采矿引发的山区地表沉陷预测与机理的多源方法研究Multi-source   approach research on prediction and mechanism of mountain surface subsidence   caused by underground miningFrontiers   in Earth Science
同济大学
    Si-Rui Chen 等人
基于改进的离散元-孔隙网络模型耦合方法研究列车振动下盾构隧道周围土体中的渗流Suffusion   in shield tunnel surrounding soils under train vibration using an improved   DEM-PNM coupling methodTunnelling   and Underground Space Technology incorporating Trenchless Technology Research
长春工程学院
    Mingyu Wang 等人
基于MatDEM方法的稳定化盐碱土压实过程数值模拟Numerical   Simulation of the Compaction of Stabilized Saline–Alkali Soil Using the   MatDEM MethodApplied   Sciences
江汉大学
    Yuanbing Xia 等人
可破碎生物炭在生物炭改良土壤的微观和宏观力学行为中的作用:一项离散元法研究Role   of Crushable Biochar in the Micro and Macro Mechanical Behaviour of   Biochar-Amended Soil: A DEM StudyMaterials
成都理工大学
    Qiyi Lai 等人
地形对岩崩侵蚀机制和滑动效应的制约Topographic   constraints on the rock avalanche erosion mechanisms and sliding effectsGeomorphology
中国海洋大学
    Shuyu Zhang 等人
波浪作用下近海海床地基中压力响应与颗粒运移的孔隙尺度模拟Pore-scale   modeling of pressure responses and particle migration in offshore seabed   foundations subjected to wave actionSoil   Dynamics and Earthquake Engineering
中国矿业大学
    Jingzhong Zhu 等人
中国西部隐伏工作面弱胶结覆岩破坏特征及垮落物压实响应行为研究Failure   characteristics of weakly cemented overburden strata and compaction response   behavior of caving materials in shadow buried panels: A study in Western   ChinaResults   in Engineering
湖南省交通规划勘察设计院有限公司
    寇玉冬 等人
城市浅层土体水热耦合数值模拟分析
工程与建设
昆明理工大学
    郭英航 等人
山地多级土质滑坡成因机制分析及演化趋势   预测: 以重庆九包岩滑坡为例
科学技术与工程
南京大学
    王艺澄 等人
岩土振动信号分布式光纤监测的离散元建模研究
防灾减灾工程学报
西安科技大学
    李帅良 等人
黄土地区导洞施工引起土体变形的离散元分析
科学技术与工程
新疆水利水电勘测设计研究院有限责任公司
    王莉艳
裂隙围岩隧道台阶法开挖结构响应规律研究
水利科技与经济
江西理工大学
    耿加波 等人
基于MatDEM的上向水平分层进路充填采矿法地表沉降对建筑物影响的研究
黄金
南京大学
    刘春 等人
国产高性能离散元软件MatDEM的研发与应用
防灾减灾工程学报
中国科学院西北生态环境资源研究院
    王宇璐 等人
多年冻土滑坡失稳区粉土、黏土直剪破坏离散元模拟
冰川冻土
同济大学
    仵仲阳 等人
颗粒材料多尺度力学行为模拟及孔隙分形表征
力学季刊
太原理工大学
    张鹏飞 等人
不同围压和应力差条件下水压裂缝细观扩展规律研究
煤炭工程
西南交通大学
    郭清波 等人
坡脚开挖条件下青藏高原互层结构碎屑坡破坏机理研
    究

工程地质学报
南京大学
    杨泽荣 等人
基于离散元的冲击波穿过岩体结构面数值分析
现代应用物理
常州大学
    徐孟超 等人
基于MatDEM的露天转地下充填法开采中采场与边坡
    稳定性的影响研究

黄金科学技术
         



2013年至2025年12月的全部论文汇总如下:

2025年



[1] Xue Y, Shu L, Zhao L, et al. MatDEM-based study of disc cutter force model in open TBM tunnels: Incorporating installation radius and synergistic effects[J]. Underground Space, 2025, 20: 293-310.

[2] Xiao L, Meng Q, Lv S, et al. Numerical investigation of ground reinforced embankments: Structural geometry design[J]. Geotextiles and Geomembranes, 2025, 53(3): 780-797.

[3] Li S, Yang Z, Gao Y, et al. Study on deformation characteristics and damage mechanisms of soil-red stratum soft rock mixture undergoing tunnel excavation unloading considering wetting[J]. Transportation Geotechnics, 2025, 50: 101468.

[4] Yu H, Liu Z, Tang Y, et al. Discrete element simulation of shallow soil landslides with weak interlayer due to the mechanism of unsaturated seepage[J]. Bulletin of Engineering Geology and the Environment, 2025, 84(3): 129.

[5] Li Q, Wang Y, Hou D, et al. Simulating the failure mechanism of high-slope angles under rainfall-mining coupling using MatDEM[J]. Water, 2025, 17(3): 414.

[6] Huang X, Song D, Chen Z, et al. Dynamic process analysis of large-scale landslides triggered by the Wenchuan earthquake via the discrete element method[J]. Natural Hazards, 2025, 121(6): 7683-7706. 

[7] Wang Z, Wang H, Xu W, et al. Uncertainty quantification of three factors by geostatistical simulations applied to a stability analysis case study using a discrete element method[J]. Environmental Earth Sciences, 2025, 84(2): 50.

[8] Wei G, Xiao J, Xia Y, et al. Mechanical Characterization of Unsaturated Loess and Numerical Simulation of Slope Stability Under Freeze–Thaw Cycles[J]. Advances in Civil Engineering, 2025, 2025(1): 4445101.

[9] Xia W, Liu C, Liu H, et al. Modeling of particle migration in piping based on an improved discrete element method[J]. Rock Mechanics Bulletin, 2025, 4(1): 100151.

[10] Huang Y, Chen W. Influence of fractal fabric on the shear characteristics of large scale accumulation bodies[J]. Scientific Reports, 2025, 15(1): 7835.

[11] Ren Y, Cai F, Yang Q, et al. Importance of liquid bridge forces in dynamics of rock-ice avalanches: insights from discrete element simulations[J]. Computers and Geotechnics, 2024, 165: 105904.

[12] Ren Y, Cai F, Yang Q, et al. Contact-dependent inertial number and μ (I) rheology for dry rock-ice granular materials[J]. Engineering Geology, 2025, 350: 107995.

[13] Liu Z, Fan C, Min Y, et al. An experimental and numerical investigation of influencing factors of gravel vibratory compaction[J]. Construction and Building Materials, 2025, 473: 141084. 

[14] Chen Y, Wang S, Wang L, et al. A discrete element method for calculating saturated and unsaturated seepage in landslide soils and a case study[J]. Landslides, 2025, 22(7): 2379-2395. 

[15] Wei X, Qu D, Zhou Z, et al. Three-dimensional refined discrete element numerical modeling method and its application for reef limestone based on digital core technology[J]. Computers and Geotechnics, 2025, 185: 107362. 

[16] Mao M, Yang X, Liu C, et al. Deformation monitoring at shield tunnel joints: Laboratory test and discrete element simulation[J]. Deep Underground Science and Engineering, 2025, 4(1): 149-157. 

[17] Zhu T, Li W, Li Z. In Situ Shear Test and Numerical Simulation of the Paleoweathered Jointed Rock Mass in the K 1/J 2 Contact Zone of the Ordos Basin[J]. International Journal of Civil Engineering, 2025, 23(2): 361-377.

[18] Geng J, Liu C, Lan X, et al. Research on historical deformation and rock layer water content variation in large open-pit mining areas based on SBAS and MatDEM[J]. Frontiers in Earth Science, 2025, 13: 1618116. 

[19] Zhu Y, Liu C, Wang J, et al. DEM-Based Hydraulic Fracturing Simulation in Heterogeneous Formations: Joint Validation with Acoustic Emission and Active Wave Propagation[J]. Rock Mechanics and Rock Engineering, 2025: 1-21. 

[20] Huang X, Chen Z, Xu D. Geomechanical triggers of a giant palaeo-landslide: insights from the Temi-event in the upper Jinsha River Basin, China[J]. Natural Hazards, 2025: 1-24.

[21] Qi L, Wang X, Hou Y, et al. Permeability response and mechanisms of compacted clay in open-pit mine dumps under triaxial shear-seepage testing[J]. Computational Particle Mechanics, 2025, 12(5): 4183-4203.

[22] Yang X, Geng J, Lan X, et al. Multi-source approach research on prediction and mechanism of mountain surface subsidence caused by underground mining[J]. Frontiers in Earth Science, 2025, 13: 1642350.

[23] Chen S R, Zhang D M, Xie X C, et al. Suffusion in shield tunnel surrounding soils under train vibration using an improved DEM-PNM coupling method[J]. Tunnelling and Underground Space Technology, 2026, 168: 107130.

[24] Wang M, Wang R, Gao J. Numerical Simulation of the Compaction of Stabilized Saline–Alkali Soil Using the MatDEM Method[J]. Applied Sciences, 2025, 15(20): 11221.

[25] Xia Y, Ren Z, Wei G, et al. Role of Crushable Biochar in the Micro and Macro Mechanical Behaviour of Biochar-Amended Soil: A DEM Study[J]. Materials, 2025, 18(20): 4700.

[26] Lai Q, Zhao J, Lin M, et al. Topographic constraints on the rock avalanche erosion mechanisms and sliding effects[J]. Geomorphology, 2025: 110078.

[27] Zhang S, Lu Y, Zhang Q, et al. Pore-scale modeling of pressure responses and particle migration in offshore seabed foundations subjected to wave action[J]. Soil Dynamics and Earthquake Engineering, 2026, 201: 109979.

[28] Zhu J, Li W, Li D, et al. Failure characteristics of weakly cemented overburden strata and compaction response behavior of caving materials in shadow buried panels: A study in Western China[J]. Results in Engineering, 2025, 26: 105580.

[29] 寇玉冬,张利伟.城市浅层土体水热耦合数值模拟分析[J].工程与建设,2024,38(06):1249-1252+1257.

[30] 郭英航,文继东,杨云飞,等.山地多级土质滑坡成因机制分析及演化趋势预测:以重庆九包岩滑坡为例[J].科学技术与工程,2025,25(07):2721-2731. 

[31] 王艺澄,闵寅通,刘春,等.岩土振动信号分布式光纤监测的离散元建模研究[J].防灾减灾工程学报,2025,45(02):307-316.DOI:10.13409/j.cnki.jdpme.20241203002.

[32] 李帅良,郑选荣,商学旋,等.黄土地区导洞施工引起土体变形的离散元分析[J].科学技术与工程,2025,25(13):5618-5625.

[33] 王莉艳.裂隙围岩隧道台阶法开挖结构响应规律研究[J].水利科技与经济,2025,31(06):51-54.

[34] 耿加波,郑思莹,巫霖,等.基于MatDEM的上向水平分层进路充填采矿法地表沉降对建筑物影响的研究[J].黄金,2025,46(07):46-51.

[35] 刘春,杨泽荣,刘辉.国产高性能离散元软件MatDEM的研发与应用[J].防灾减灾工程学报,2025,45(05):997-1004.DOI:10.13409/j.cnki.jdpme.20250326001.

[36] 王宇璐,张鹏,马旭,等.多年冻土滑坡失稳区粉土、黏土直剪破坏离散元模拟[J].冰川冻土,2025,47(03):680-693.

[37] 仵仲阳,付龙龙,周顺华.颗粒材料多尺度力学行为模拟及孔隙分形表征[J].力学季刊,2025,46(03):649-661.DOI:10.15959/j.cnki.0254-0053.2025.03.007.

[38] 张鹏飞,冯国瑞,王朋飞,等.不同围压和应力差条件下水压裂缝细观扩展规律研究[J].煤炭工程,2025,57(10):132-138.

[39] 郭清波,赵晓彦,张宇琦,等.坡脚开挖条件下青藏高原互层结构碎屑坡破坏机理研究[J].工程地质学报,2025,33(06):2336-2345.DOI:10.13544/j.cnki.jeg.2025-0317.

[40] 杨泽荣,权雪瑞,刘春,等.基于离散元的冲击波穿过岩体结构面数值分析[J].现代应用物理,2025,16(06):152-160.

[41] 徐孟超,王运敏,李小双.基于MatDEM的露天转地下充填法开采中采场与边坡稳定性的影响研究[J].黄金科学技术,2025,33(06):1139-1154.



2024年



[1] Chen R, Liu H, Hao D, et al. Installation Disturbance of Helical Anchor in Dense Sand and the Effect on Uplift Capacity Based on Discrete Element Method [J]. Journal of Marine Science and Engineering, 2024, 12(3).https://doi.org/10.3390/jmse12030422

[2] Dong H, He S-S, Bian H-b, et al. Hydrologic infiltration mode of completely decomposed granite slopes under the influence of gas-saturated fractures retardation and diversion [J]. Environmental Earth Sciences, 2024, 83(12).https://doi.org/10.1007/s12665-024-11615-0

[3] Feng C, Zeng X, Li Z, et al. Atmospheric entry and strewn fields estimation for rubble-pile meteoroids [J]. Advances in Space Research, 2024, 74(7): 3123-36.https://doi.org/10.1016/j.asr.2024.06.019

[4] Gui J, Shi W, Zhou L, et al. Formation mechanism of the Guanling landslide under the action of heavy rain in Guizhou, China [J]. Environmental Earth Sciences, 2024, 83(24).https://doi.org/10.1007/s12665-024-11993-5

[5] Jiang B, Hussain M T, Zeng X. Attitude-adjusting dynamical behavior of cubic rover on low-gravity testbed [J]. Astrodynamics, 2024, 8(1): 149-59.https://doi.org/10.1007/s42064-023-0185-1

[6] Li X, Li Q, Wang Y, et al. Effect of slope angle on fractured rock masses under combined influence of variable rainfall infiltration and excavation unloading [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(10): 4154-76.https://doi.org/10.1016/j.jrmge.2024.08.019

[7] Li Z, Lai J, Wang M, et al. Collapse mechanism and treatments of a deep tunnel in the weathered granite fault zone [J]. Tunnelling and Underground Space Technology, 2024, 152.https://doi.org/10.1016/j.tust.2024.105891

[8] Mao M, Yang X, Liu C, et al. Deformation monitoring at shield tunnel joints: Laboratory test and discrete element simulation [J]. Deep Underground Science and Engineering, 2024.https://doi.org/10.1002/dug2.12092

[9] Song D, Quan X, chen Z, et al. Influence of Lithology on the Characteristics of Wave Propagation and Dynamic Response in Rocky Slope Sites Subject to Blasting Load Via the Discrete Element Method [J]. Lithosphere, 2024, 2024(1).https://doi.org/10.2113/2024/lithosphere_2023_302

[10] Song Y, Lv T, Liu H, et al. Failure mechanism of the slope containing coarse particle enrichment zones located at the soil–rock interface under the heavy rainfall [J]. Environmental Earth Sciences, 2024, 83(10).https://doi.org/10.1007/s12665-024-11590-6

[11] Wang F, Li W, Yu P, et al. Research on the static liquefaction failure of upstream tailings dams under continuous discharge conditions [J]. Computers and Geotechnics, 2024, 176.https://doi.org/10.1016/j.compgeo.2024.106785

[12] Wang H, Wang Y, Jin F. Stability of Expansive Soil Slopes under Wetting–Drying Cycles Based on the Discrete Element Method [J]. Water, 2024, 16(6).https://doi.org/10.3390/w16060861

[13] Wang K, Cao J, Ye J, et al. Discrete element analysis of geosynthetic-reinforced pile-supported embankments [J]. Construction and Building Materials, 2024, 449.https://doi.org/10.1016/j.conbuildmat.2024.138448

[14] Wang S, Shi X, Wu Y. DEM-based 2D numerical simulation of the rock cutting process using a conical pick under confining stress [J]. Computers and Geotechnics, 2024, 165.https://doi.org/10.1016/j.compgeo.2023.105885

[15] Xia W, Liu C, Liu H, et al. Modeling of particle migration in piping based on an improved discrete element method [J]. Rock Mechanics Bulletin, 2024.https://doi.org/10.1016/j.rockmb.2024.100151

[16] Xiao L, Lu L, Li L, et al. Effects of rockfall shape on deformation performance of ground reinforced embankments subjected to lateral impact [J]. Geotextiles and Geomembranes, 2024, 52(5): 841-59.https://doi.org/10.1016/j.geotexmem.2024.04.009

[17] Xue Y, Shu L, Zhao L, et al. MatDEM-based study of disc cutter force model in open TBM tunnels: Incorporating installation radius and synergistic effects [J]. Underground Space, 2025, 20: 293-310.https://doi.org/10.1016/j.undsp.2024.02.008

[18] Yang C, Xiong G, Xu H, et al. Joint InSAR and discrete element numerical simulation method for landslide identification and monitoring: a case study of the Gongjue landslide, Jinsha River, China [J]. Natural Hazards, 2024, 120(12): 10861-88.https://doi.org/10.1007/s11069-024-06633-x

[19] Zhang T, Li S, Yang H, et al. Prediction of constrained modulus for granular soil using 3D discrete element method and convolutional neural networks [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(11): 4769-81.https://doi.org/10.1016/j.jrmge.2024.02.005

[20] Zhang Y, Cao Z, Liu C, et al. Fluid-solid coupling numerical simulation of micro-disturbance grouting treatment for excessive deformation of shield tunnel [J]. Underground Space, 2024, 19: 87-100.https://doi.org/10.1016/j.undsp.2024.02.003

[21] Zheng Y, Gu K, Xiang F, et al. The role of interface force on the deformation compatibility of fiber optic cable and soil: Perspective from 3D discrete element numerical simulation [J]. Computers and Geotechnics, 2024, 176.https://doi.org/10.1016/j.compgeo.2024.106723

[22] Zhu T, Li W, Li Z. In Situ Shear Test and Numerical Simulation of the Paleoweathered Jointed Rock Mass in the K1/J2 Contact Zone of the Ordos Basin [J]. International Journal of Civil Engineering, 2024.https://doi.org/10.1007/s40999-024-01026-4

[23] Zhu Y, Liu C, Zhang H, et al. Micro mechanism investigation of hydraulic fracturing process based a fluid-solid coupling discrete element model [J]. Computers and Geotechnics, 2024, 174.https://doi.org/10.1016/j.compgeo.2024.106640

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[25] Ren, Y., Yang, Q., Cai, F., Su, Z. (2024). Numerical Investigation of Influence of Low Ice Friction on Mobility of Rock-Ice Avalanches. In: Wang, S., Huang, R., Azzam, R., Marinos, V.P. (eds) Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China. IAEG 2023. Environmental Science and Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-99-9061-0_10

[26] 程旭日, 童晨曦, 王小桃, et al. 强夯砂土地基振动衰减规律及减振沟参数的影响 [J]. 土木与环境工程学报(中英文): 1-8. https://doi.org/10.11835/i.issn.2096-6717.2024.001

[27] 耿焕, 朱遥, 刘春, et al. 基于离散元模拟的小行星微重力撞击采样研究 [J]. 高校地质学报, 2024, 30(02): 196-206.https://doi.org/10.16108/j.issn1006-7493.2022094

[28] 耿加波, 兰祥, 李小双, et al. 基于MatDEM的露天转地下房柱法开采覆岩与边坡失稳规律研究 [J]. 金属矿山, 2024, (08): 177-82.https://doi.org/10.19614/j.cnki.jsks.202408024

[29] 郭静, 赵振华, 马梦媛, et al. 基于MatDEM的松散地基喷浆加固浆液扩散规律 [J]. 山东大学学报(工学版), 2024, 54(04): 106-14+21. https://doi.org/10.6040/j.issn.1672-3961.0.2023.183

[30] 景佳俊. 江苏某缓倾斜石膏矿抽冒式塌陷机理分析 [J]. 城市地质, 2024, 19(01): 29-35. https://doi.org/10.3969/j.issn.2097-3764.2024.01.004

[31] 李龙刚, 严小明, 刘益添, et al. 基于MatDEM的刮板输送机中部槽铲装能力研究 [J]. 煤矿机械, 2024, 45(02): 66-8.https://doi.org/10.13436/j.mkjx.202402020

[32] 孟陆波, 李昊禹, 李天斌, et al. 基于二维细观裂隙模型的爆喷型岩爆机制 [J]. 地球科学, 2024, 49(08): 2789-98. https://doi.org/ 10.3799/dqkx.2023.071

[33] 石鑫垒, Jonathan K Y, 王少锋. 不同攻击角下镐型截齿线性切削破岩特性 [J]. 有色金属(矿山部分), 2024, 76(06): 133-40. https://doi.org/10,3969/j. issn 1671-4172. 2024.06. 014

[34] 王开越, 许开州, 任成煊, et al. 基于MatDEM的不同荷载速率下岩石变形特征数值研究 [J]. 录井工程, 2024, 35(04): 91-8. https://doi.org/10.3969/j.issn.1672-9803.2024.04.014

[35] 徐继亮, 马泽瑞, 涂鹏飞. 基于数值模拟方法的滑坡稳定性分析 [J]. 山西建筑, 2024, 50(11): 63-7.https://doi.org/10.13719/j.cnki.1009-6825.2024.11.015

[36] 杨畅, 赵建军, 王寿宇, et al. 基于MatDEM的易贡滑坡铲刮效应研究 [J]. 成都理工大学学报(自然科学版), 2024, 51(03): 477-88. https://doi.org/10.3969/j.issn.1671-9727.2024.03.10

[37] 杨青林, 李醒, 王永雷. 断层破碎带隧道结构破坏离散元数值试验 [J]. 实验技术与管理, 2024, 41(08): 136-42.https://doi.org/10.16791/j.cnki.sjg.2024.08.018

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2023年



[1] GENG J, WANG Z, LAN X, et al. Numerical simulation and safety distance analysis of slope instability of ionic rare earth tailings in different rainy seasons [J]. Geomatics Natural Hazards & Risk, 2023, 14(1). doi:10.1080/19475705.2023.2277127

[2] GU K, XIANG F, LIU C, et al. Insight into the mechanical coupling behavior of loose sediment and embedded fiber-optic cable using discrete element method [J]. Engineering Geology, 2023, 312. doi:10.1016/j.enggeo.2022.106948

[3] JIANG W, TAN Y, YAN J, et al. A BP neural network-based micro particle parameters calibration and an energy criterion for the application of strength reduction method in MatDEM to evaluate 3D slope stability [J]. Revista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria, 2023, 39(1): 12-23. doi:10.23967/j.rimni.2023.01.003

[4] JIN K, XING A, LI B, et al. Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method [J]. Bulletin of Engineering Geology and the Environment, 2023, 82(8). doi:10.1007/s10064-023-03341-x

[5] MA B, ZHANG K, XIAO F, et al. Real-time estimating method on rock strength via MWD of roofbolter and its application to in-situ grouting quality evaluation [J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2023, 9(1). doi:10.1007/s40948-023-00630-3

[6] MO P-Q, HU J, HU Y-C, et al. Discrete element modelling of thermal penetration test with heating and cooling [J]. Computers and Geotechnics, 2023, 161. doi:10.1016/j.compgeo.2023.105600

[7] SHAN W, QU S, GUO Y. Hydrological-Thermal Coupling Simulation of Silty Clay during Unidirectional Freezing Based on the Discrete Element Method [J]. Water, 2023, 15(7). doi:10.3390/w15071338

[8] SONG D, DU H. Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method [J]. International Journal of Geomechanics, 2023, 23(6). doi:10.1061/ijgnai.Gmeng-7568

[9] WANG A, XU Y, LIU H. Study on Instability Process of Slag Landfills: Example of the Subgrade Landslide on Fuxin Nanhuan Road in Liaoning, China [J]. Journal of Performance of Constructed Facilities, 2023, 37(6). doi:10.1061/jpcfev.Cfeng-4217

[10] WANG F, LI W, HU X, et al. Numerical simulation of biaxial undrained shear test based on fluid-solid coupling DEM method [J]. Computers and Geotechnics, 2023, 164. doi:10.1016/j.compgeo.2023.105810

[11] WEI X, ZHOU Y, CHEN X. An Experimental and Numerical Investigation of the Characteristics and Mechanism of Spacing Cracks in Loess Considering the Size Effect [J]. Sustainability, 2023, 15(16). doi:10.3390/su151612482

[12] YU H, LIU Z, ZHANG Y, et al. The disintegration mechanism analysis of soft rock due to water intrusion based on discrete element method [J]. Computers & Geosciences, 2023, 171. doi:10.1016/j.cageo.2022.105289

[13] ZHANG Y, ZHANG W, WANG L, et al. Mechanism of the high-speed and long-run-out landslide considering the evolution of the frictional heat in the sliding zone [J]. Natural Hazards, 2023. doi:10.1007/s11069-023-06334-x

[14] ZHU Y, LIU C, LIU H, et al. A multi-field and fluid-solid coupling method for porous media based on DEM-PNM [J]. Computers and Geotechnics, 2023, 154. doi:10.1016/j.compgeo.2022.105118

[15]曹军,叶庭,李潭潭等.基于不同路堤加筋形式的土拱效应离散元[J].科学技术与工程,2023,23(33):14420-14427.

[16] 范观盛, 黄靥欢, 刘春等. 基于MatDEM的岩石应力波传播与衰减特性敏感性分析 [J]. 高校地质学报, 2023, 29(03): 479-86. doi:10.16108/j.issn1006-7493.2021102

[17] 冯国瑞, 樊一江, 王朋飞等. 基于离散元法的类岩石材料水力压裂裂缝扩展规律研究 [J]. 煤炭学报, 2023: 1-15. doi:10.13225/j.cnki.jccs.2023.0555

[18] 蒋佩伶, 王志松, 蒋越等. 基于MatDEM对高陡边坡裂隙岩体失稳演化机制的研究 [J]. 中国矿业, 2023, 32(02): 51-60.

[19] 马泽瑞, 涂鹏飞. 三峡库区兰陵溪滑坡形成机理及稳定分析 [J]. 三峡大学学报(自然科学版), 2023, 45(03): 37-42. doi:10.13393/j.cnki.issn.1672-948x.2023.03.007

[20] 王飞, 徐楚, 黎伟. 基于MatDEM的黄泥扁滑坡支护效果分析 [J]. 地质科技通报, 2023, 42(05): 52-60. doi:10.19509/j.cnki.dzkq.tb20220015

[21] 王贵洲, 龚文平, 邢磊等. 考虑堆积区宽度影响的滑坡碎屑流运动与堆积过程物理模型试验研究 [J]. 工程地质学报, 2023, 31(05): 1637-47. doi:10.13544/j.cnki.jeg.2022-0117

[22] 王文轩, 夏源. 真空吸蚀致岩溶塌陷的稳定性分析及其数值模拟 [J]. 地下水, 2023, 45(05): 18-20+101. doi:10.19807/j.cnki.DXS.2023-05-005

[23] 姚奇, 李小双, 李启航. 多变降雨入渗-开挖卸荷耦合下岩体变形特征研究 [J]. 中国矿业, 2023, 32(04): 91-9.

[24] 张宸玮, 刘春, 耿焕等. 碎石堆小行星自旋演化过程的离散元数值模拟 [J]. 高校地质学报, 2023, 29(05): 743-55. doi:10.16108/j.issn1006-7493.2022022

[25] 张福天, 王征, 郑选荣等. 盾构穿越富水砂卵石地层的地表沉降及离散元分析 [J]. 建筑技术开发, 2023, 50(02): 97-9.

[26] 张合勇, 王雪冬, 朱永东等. 冻融循环作用下露天煤矿内排土场土体力学特征及强度劣化机理 [J]. 煤田地质与勘探, 2023, 51(11): 119-31.

[27] 周茂定, 戚乐磊, 李海燕. 离散元与虚拟现实相融合的土力学实验数值仿真研究 [J]. 陇东学院学报, 2023, 34(02): 94-9.

[28] 朱永东, 刘光伟. 车辆荷载作用下露天煤矿内排土场动力响应特征 [J]. 煤炭工程, 2023, 55(09): 151-7.



2022年


[1]Chen, Y., Zhang, Y., Wang, L., Wang, S., Tian, D., & Zhang, L. (2022). Influencing factors, deformation mechanism and failure process prediction for reservoir rock landslides: Tanjiahe landslide, three gorges reservoir area. Frontiers in Earth Science, 10. doi:10.3389/feart.2022.974301

[2]Le, T., Liu, C., Tang, C., Zhang, X., & Shi, B. (2022). Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model. Journal of Geotechnical and Geoenvironmental Engineering, 148(2). doi:10.1061/(asce)gt.1943-5606.0002747

[3]Ma, D., Han, X., Guan, Y., & Tang, Y. (2022). Novel discrete element method algorithm for modeling real particle shapes. Marine Georesources & Geotechnology, 1-12. doi:10.1080/1064119x.2022.2140317

[4]Ma, E., Lai, J., Xu, S., Shi, X., Zhang, J., & Zhong, Y. (2022). Failure analysis and treatments of a loess tunnel being constructed in ground fissure area. Engineering Failure Analysis, 134. doi:10.1016/j.engfailanal.2022.106034

[5]Song, D., Quan, X., Liu, M., Liu, C., Liu, W., Wang, X., & Han, D. (2022). Investigation on the Seismic Wave Propagation Characteristics Excited by Explosion Source in High-Steep Rock Slope Site Using Discrete Element Method. Sustainability, 14(24). doi:10.3390/su142417028

[6]Wang, Z., Su, H., Luo, C., Ma, S., & Ding, H. (2022). Particle Flow Simulation of Failure Process of Defective Sandstone under Different Intermediate Principal Stress under True Triaxial Action. Processes, 10(10). doi:10.3390/pr10102028

[7]Wu, B., Ni, W., Wang, H., & Sun, X. (2022). Stability Analysis of Loess High Slope under Dynamic Compaction Based on Matrix Discrete Element Method. Advances in Civil Engineering, 2022, 1-13. doi:10.1155/2022/9089652

[8]Yan, Y., Cui, Y., Huang, X., Zhang, W., Yin, S., Zhou, J., & Hu, S. (2022). Combining seismic signal dynamic inversion and numerical modeling improves landslide process reconstruction. Earth Surf. Dynam., 10(6), 1233-1252. doi:10.5194/egusphere-2022-19

[9]Yu, Q., He, X., Miao, H., Lin, M., Zhang, K., & Guo, R. (2022). Numerical simulation of rock breaking by TBM disc cutter in soil-rock composite formations. Bulletin of Engineering Geology and the Environment, 81(12). doi:10.1007/s10064-022-03023-0

[10]Zhang, Z., Niu, Y., Shang, X., Zhou, R., Liu, X., Gao, F., & Song, Z. (2022). Effect of Confining Pressure on Mechanical and Energy Conversion Properties of Gas-Containing Coal under Loads. Geofluids, 2022, 1-23. doi:10.1155/2022/3074156

[11]朱永东,王雪冬,孙延峰,王翠,刘光伟.降雨条件下内排土场浅层破坏与运动特征[J].煤炭学报,2022,47(12):4431-4442.DOI:10.13225/j.cnki.jccs.2021.1598.

[12]孔祥曌,李滨,贺凯,罗浩,常文斌,邢爱国.柱状岩体崩塌动力特征与破碎规律——以重庆甑子岩崩塌为例[J].中国地质灾害与防治学报,2022,33(05):1-10.DOI:10.16031/j.cnki.issn.1003-8035.202109008.

[13]卢靖雯,王勤,刘春.花岗质岩浆侵位对围岩裂隙发育和热结构影响的数值模拟[J].地质学报,2022,96(10):3619-3638.DOI:10.19762/j.cnki.dizhixuebao.2022082.

[14]王玉峰,明杰,冯止依,程谦恭.乱石包高速远程滑坡流态化运动模式及摩擦热效应研究[J].岩石力学与工程学报,2022,41(S2):31743188.DOI:10.13722/j.cnki.jrme.2021.1177.

[15]江巍,闫金洲,欧阳晔,刘立鹏,郑宏.边坡稳定性强度折减颗粒离散元法分析的细观参数标定策略[J/OL].工程科学与技术:1-14[2023-02-14].DOI:10.15961/j.jsuese.202200185.

[16]王雪松,龚晓南.自由约束条件下能源桩的离散元研究[J].低温建筑技术,2022,44(07):155-159.DOI:10.13905/j.cnki.dwjz.2022.07.031.

[17]王其洲,胡从严,叶海旺,李宁,雷涛.基于MatDEM的锚杆索支护煤巷稳定性数值模拟实验研究[J].实验技术与管理,2022,39(07):98-103.DOI:10.16791/j.cnki.sjg.2022.07.016.

[18]张根宝,何仕林,陈昌富,徐长节,毛凤山.基于离散元的GFRP筋-水泥土界面黏结特性分析[J/OL].工程地质学报:1-10[2023-02-14].DOI:10.13544/j.cnki.jeg.2021-0629.

[19]吕松峰,张慧颖,王新华,武文浩,陈泳江.基于MatDEM的三维实际地形尾矿库溃坝数值模拟[J].铀矿冶,2022,41(02):155-163.DOI:10.13426/j.cnki.yky.2022.02.012.

[20]张支璨,闫金洲,江巍.基于离散元的落石碰撞恢复系数影响因素研究[J].土工基础,2022,36(02):224-229+249.

[21]靳福杰,王叶娇,徐永福,杨果林,孙德安.蒸发-降雨条件下膨胀土边坡裂隙演化模拟[J].中南大学学报(自然科学版),2022,53(01):239-249.

[22]姜鑫,周晓敏,马文著,位贵江.相变潜热的冻胀过程离散元数值模拟及其工程应用——以郑州二七广场地铁隧道始发端加固人工冻结工程为例[J].隧道建设(中英文),2021,41(S2):353-359.

[23]范昊,肖诗荣,魏瑞琦,张浪.软弱夹层对某矿山边坡稳定性的影响分析[J].三峡大学学报(自然科学版),2022,44(01):54-59.DOI:10.13393/j.cnki.issn.1672-948x.2022.01.008.

[24]莫品强,赵子露,胡裕琛,李国耀,林浩东.颗粒堆积体各向异性及宏细观力学特性的三维离散元模拟研究[J].太原理工大学学报,2022,53(01):129-139.DOI:10.16355/j.cnki.issn1007-9432tyut.2022.01.014.



2021年



[1]Chen, Z., & Song, D. (2020). Numerical investigation of the recent Chenhecun landslide (Gansu, China) using the discrete element method. Natural Hazards, 105(1), 717-733. doi:10.1007/s11069-020-04333-w

[2]Geng, J., Li, Q., Li, X., Zhou, T., Liu, Z., Xie, Y., & Jiang, S. (2021). Research on the Evolution Characteristics of Rock Mass Response from Open-Pit to Underground Mining. Advances in Materials Science and Engineering, 2021, 1-15. doi:10.1155/2021/3200906

[3]He, Y., Nie, L., Lv, Y., Wang, H., Jiang, S., & Zhao, X. (2021). The study of rockfall trajectory and kinetic energy distribution based on numerical simulations. Natural Hazards, 106(1), 213-233. doi:10.1007/s11069-020-04457-z

[4]Jing, H., Gou, M., & Song, L. (2021). Discrete Element Simulation of Bending Deformation of Geogrid-Reinforced Macadam Base. Tehnicki vjesnik - Technical Gazette, 28(1). doi:10.17559/tv-20200623155019

[5]Lai, Q., Zhao, J., Huang, R., Wang, D., Ju, N., Li, Q., Wang, Y.,Xu, Q.,Zhao, W. (2021). Formation mechanism and evolution process of the Chada rock avalanche in Southeast Tibet, China. Landslides, 19(2), 331-349. doi:10.1007/s10346-021-01793-4

[6]Li, X., Li, Q., Hu, Y., Teng, L., & Yang, S. (2021). Evolution characteristics of mining fissures in overlying strata of stope after converting from open-pit to underground. Arabian Journal of Geosciences, 14(24). doi:10.1007/s12517-021-08978-0

[7]Liu, C., Liu, H., & Zhang, H. (2021). MatDEM-fast matrix computing of the discrete element method. Earthquake Research Advances, 1(3). doi:10.1016/j.eqrea.2021.100010

[8]Liu, C., Shi, B., Gu, K., Zhang, T., Tang, C., Wang, Y., & Liu, S. (2021). Negative Pore Water Pressure in Aquitard Enhances Land Subsidence: Field, Laboratory, and Numerical Evidence. Water Resources Research, 58(1). doi:10.1029/2021wr030085

[9]Luo, H., Xing, A., Jin, K., Xu, S., & Zhuang, Y. (2021). Discrete Element Modeling of the Nayong Rock Avalanche, Guizhou, China Constrained by Dynamic Parameters from Seismic Signal Inversion. Rock Mechanics and Rock Engineering, 54(4), 1629-1645. doi:10.1007/s00603-021-02363-9

[10]Qin, Y., Liu, C., Zhang, X., Wang, X., Shi, B., Wang, Y., & Deng, S. (2021). A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary. Sci Rep, 11(1), 4753. doi:10.1038/s41598-021-84224-7

[11]Xia, G., Liu, C., Xu, C., Le, T., & Foong, L. (2021). Dynamic Analysis of the High-Speed and Long-Runout Landslide Movement Process Based on the Discrete Element Method: A Case Study of the Shuicheng Landslide in Guizhou, China. Advances in Civil Engineering, 2021, 1-16. doi:10.1155/2021/8854194

[12]Xie, F., Liu, C., Zhao, T., & Xia, G. (2021). Slope stability analysis via Discrete Element Method and Monte Carlo Simulations. IOP Conference Series: Earth and Environmental Science, 861(3). doi:10.1088/1755-1315/861/3/032023

[13]Xue, Y., Zhou, J., Liu, C., Shadabfar, M., & Zhang, J. (2021). Rock fragmentation induced by a TBM disc-cutter considering the effects of joints: A numerical simulation by DEM. Computers and Geotechnics, 136. doi:10.1016/j.compgeo.2021.104230

[14]Yuan, B., Liu, C., Qin, Y., Zhang, T., & Ma, X. (2021). A discrete element modeling of rock and soil material based on the machine learning. IOP Conference Series: Earth and Environmental Science, 861(3). doi:10.1088/1755-1315/861/3/032015

[15]Zhan, Q., Wang, S., Wang, L., Guo, F., Zhao, D., & Yan, J. (2021). Analysis of Failure Models and Deformation Evolution Process of Geological Hazards in Ganzhou City, China. Frontiers in Earth Science, 9. doi:10.3389/feart.2021.731447

[16]Zhang, Z., Niu, Y., Shang, X., Liu, X., Gao, F., & Zhang, G. (2021). Characteristics of Stress, Crack Evolution, and Energy Conversion of Gas-Containing Coal under Different Gas Pressures. Geofluids, 2021, 1-18. doi:10.1155/2021/5578636

[17]王岳,刘春,刘晓磊,刘辉,李亚沙.波浪作用下海床孔压累积过程离散元数值模拟[J].海洋学报,2021,43(11):88-95.

[18]王波,蔡承刚,汤志刚,景佳俊,张丹.石膏矿采空区地面塌陷特征的离散元模拟[J].矿业研究与开发,2021,41(07):71-78.DOI:10.13827/j.cnki.kyyk.2021.07.014.

[19]张鸿勇,张艳杰,刘春,施斌,曹政.基于离散元孔隙密度流法的地铁隧道收敛变形注浆整治分析[J].隧道与地下工程灾害防治,2021,3(03):100-110.DOI:10.19952/j.cnki.2096-5052.2021.03.11.

[20]向伏林,杨天亮,顾凯,施斌,刘春,刘苏平,张诚成,姜月华.钻孔全断面分布式光纤监测中光缆-土体变形协调性的离散元数值模拟[J].岩土力学,2021,42(06):1743-1754.DOI:10.16285/j.rsm.2020.1420.

[21]栗晓松,范文,曹琰波,全倬梁.基于MatDEM的烟家沟滑坡演化过程数值模拟分析[J].地质与资源,2021,30(02):199-206.DOI:10.13686/j.cnki.dzyzy.2021.02.012.

[22]汪志林,叶海旺,李子旋,雷涛.含双裂隙组灰岩边坡渐进失稳过程分析[J].矿冶工程,2021,41(02):20-23+32.

[23]周涛,李启航,黄宜超.基于MatDEM的尾矿坝坝体失稳离散元数值模拟[J].山西建筑,2021,47(07):77-80.DOI:10.13719/j.cnki.1009-6825.2021.07.028.

[24]权雪瑞,黄靥欢,刘春,郭长宝.川藏铁路线V形深切河谷地形地震放大效应数值模拟[J].现代地质,2021,35(01):38-46.DOI:10.19657/j.geoscience.1000-8527.2021.020.



2020年



[1]Yao, Z., Chengguang, Z., Chun, L., Hui, L., & Shang, D. (2020). A Discrete Element Analysis of the Sliding Friction Heat in High-Speed and Long-Runout Landslides. Earthquake Research in China, 2020, 34(1) : 96- 109. Doi:10. 19743/ j.cnki.0891-4176. 202001005

[2]袁运强,宋章,李振.颗粒初始抗剪力与宏观剪切强度参数的相关性研究[J].四川建筑,2020,40(05):339-341.

[3]高相波,李丽慧.热水河流域典型泥石流灾害成因机制与协同防治研究[J].工程地质学报,2020,28(05):1039-1048.DOI:10.13544/j.cnki.jeg.2020-288.

[4]刘春,乐天呈,施斌,朱遥.颗粒离散元法工程应用的三大问题探讨[J].岩石力学与工程学报,2020,39(06):1142-1152.DOI:10.13722/j.cnki.jrme.2019.0977.

[5]薛亚东,周杰,赵丰,李兴.基于MatDEM的TBM滚刀破岩机理研究[J].岩土力学,2020,41(S1):337-346.DOI:10.16285/j.rsm.2019.1656.

[6]朱遥,刘春,刘辉,黄靥欢,秦岩,邓尚.颗粒形态对砂土抗剪强度影响的试验和离散元数值模拟[J].工程地质学报,2020,28(03):490-499.DOI:10.13544/j.cnki.jeg.2019-288.



2019年



[1]Liu, Y., Zhang, D., Wang, G.-y., Liu, C., & Zhang, Y. (2019). Discrete element method-based prediction of areas prone to buried hill-controlled earth fissures. Journal of Zhejiang University-SCIENCE A, 20(10), 794-803. doi:10.1631/jzus.A1900292

[2]Yadong, X., Jie, Z., Hongwei, H., & Hongxin, D. (2019). Analysis of Large Soil Rock Mixture Slope Based on DEM. Paper presented at the 5th ISRM Young Scholars' Symposium on Rock Mechanics and International Symposium on Rock Engineering for Innovative Future.

[3]刘春,范宣梅,朱晨光,施斌.三维大规模滑坡离散元建模与模拟研究——以茂县新磨村滑坡为例[J].工程地质学报,2019,27(06):1362-1370.DOI:10.13544/j.cnki.jeg.2018-234.

[4]梁立唯,刘春,秦岩,朱晨光,邓尚.基于MatDEM的盾构滚刀破岩离散元建模与数值模拟[J].隧道与地下工程灾害防治,2019,1(03):116-122.

[5]桑宏伟,张丹,刘春,秦岩.基于离散元法的能源管传热过程模拟[J].防灾减灾工程学报,2019,39(04):645-650.DOI:10.13409/j.cnki.jdpme.2019.04.015.

[6]黄靥欢,刘春,张晓宇,秦岩,邓尚.加载速率对岩石单轴压缩试验影响的数值模拟研究[J].高校地质学报,2019,25(03):423-430.DOI:10.16108/j.issn1006-7493.2018108.

[7]朱晨光,刘春,许强,胡伟,张晓宇.滑坡滑带摩擦热离散元数值模拟研究[J].工程地质学报,2019,27(03):651-658.DOI:10.13544/j.cnki.jeg.2018-177.



2018年



[1]Scaringi, G., Fan, X., Xu, Q., Liu, C., Ouyang, C., Domènech, G., Yang, F., Dai, L. (2018). Some considerations on the use of numerical methods to simulate past landslides and possible new failures: the case of the recent Xinmo landslide (Sichuan, China). Landslides, 15(7), 1359-1375. doi:10.1007/s10346-018-0953-9

[2]田园,薛亚东,赵丰.围压条件下不同脆性岩石滚刀侵入破岩机制研究[J].现代隧道技术,2018,55(S2):48-56.DOI:10.13807/j.cnki.mtt.2018.S2.006.

[3]秦岩,刘春,张晓宇,邓尚.基于MatDEM的砂土侧限压缩试验离散元模拟研究[J].地质力学学报,2018,24(05):676-681.

[4]乐天呈,顾颖凡,刘春,秦岩. 级配与颗粒形态对砂土压缩性影响的试验和离散元数值模拟[C]//.2018年全国工程地质学术年会论文集.,2018:548-555.



2017年



[1]Liu, C., Xu, Q., Shi, B., Deng, S., & Zhu, H. (2017). Mechanical properties and energy conversion of 3D close-packed lattice model for brittle rocks. Computers & Geosciences, 103, 12-20. doi:10.1016/j.cageo.2017.03.003

[2]张晓宇,许强,刘春,施斌.黏性土失水开裂多场耦合离散元数值模拟[J].工程地质学报,2017,25(06):1430-1437.DOI:10.13544/j.cnki.jeg.2017.06.005.

[3]刘春,张晓宇,许强,朱晨光,汤强.三维离散元模型的滑坡能量守恒模拟研究[J].地下空间与工程学报,2017,13(S2):698-704.

[4]索文斌,刘春,施斌,张晓宇.深基坑PCMW工法开挖过程离散元数值模拟分析[J].工程地质学报,2017,25(04):920-925.DOI:10.13544/j.cnki.jeg.2017.04.004.



2013-2016年



[1]Liu, C., Pollard, D. D., & Shi, B. (2013). Analytical solutions and numerical tests of elastic and failure behaviors of close-packed lattice for brittle rocks and crystals. Journal of Geophysical Research: Solid Earth, 118(1), 71-82. doi:10.1029/2012jb009615

[2]Liu, C., Pollard, D. D., Deng, S., & Aydin, A. (2015). Mechanism of formation of wiggly compaction bands in porous sandstone: 1. Observations and conceptual model. Journal of Geophysical Research: Solid Earth, 120(12), 8138-8152. doi:10.1002/2015jb012372

[3]刘春,施斌,顾凯,孙义杰. 岩土体大型三维离散元模拟系统的研发与应用[C]//.2014年全国工程地质学术大会论文集.,2014:560-566.

[4]顾颖凡,卢毅,刘兵,刘春.基于离散元法的水力压裂数值模拟[J].高校地质学报,2016,22(01):194-199.DOI:10.16108/j.issn1006-7493.2015229.


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