文章引用列表——MatDEM已发表论文

[1]Zhu, Y., Liu, C., Liu, H., Kou, Y., & Shi, B. (2023). A multi-field and fluid–solid coupling method for porous media based on DEM-PNM. Computers and Geotechnics, 154. doi:10.1016/j.compgeo.2022.105118

[2]Yu, H., Liu, Z., Zhang, Y., Luo, T., Tang, Y., Zhang, Q., & Wang, Y. (2023). The disintegration mechanism analysis of soft rock due to water intrusion based on discrete element method. Computers & Geosciences, 171. doi:10.1016/j.cageo.2022.105289

[3]Gu, K., Xiang, F., Liu, C., Shi, B., & Zheng, X. (2023). Insight into the     mechanical coupling behavior of loose sediment and embedded fiber-optic cable using discrete element method. Engineering Geology, 312. doi:10.1016/j.enggeo.2022.106948

[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.

[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.

[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.

[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.

[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.

[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.

（以上论文按照作者首字母排序）

MatDEM为高性能离散元分析软件，用户可自行开发定制专业离散元窗口软件，并提供云计算平台。具体请见http://matdem.com，交流QQ群为：668903775。