姚文敏.基于水致岩体劣化的三峡库区侏罗系地层水库滑坡抗滑桩嵌固机理及其优化研究[D].中国地质大学,2020(03).

Bao Yiding,Chen Jianping,Su Lijun,Zhang Wen,Zhan Jiewei.A novel numerical approach for rock slide blocking river based on the CEFDEM model: A case study from the Samaoding paleolandslide blocking river event[J].Engineering Geology,2023.

Sun Lei,Liu Quansheng,Abdelaziz Aly,Tang Xuhai,Grasselli Giovanni.Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method[J].Computers and Geotechnics,2022.

Jinge Wang,Shun Wang,Aijun Su,Wei Xiang,Chengren Xiong,Philipp Blum.Simulating landslide-induced tsunamis in the Yangtze River at the Three Gorges in China[J].Acta Geotechnica,2021.

Wenmin Yao,Changdong Li,Hongbin Zhan,Jia-Qing Zhou,Robert E. Criss,Shuang Xiong,Xihui Jiang.Multiscale Study of Physical and Mechanical Properties of Sandstone in Three Gorges Reservoir Region Subjected to Cyclic Wetting–Drying of Yangtze River Water[J].Rock Mechanics and Rock Engineering,2020.

Zhijun Wu,Penglin Zhang,Lifeng Fan,Quansheng Liu.Numerical study of the effect of confining pressure on the rock breakage efficiency and fragment size distribution of a TBM cutter using a coupled FEM-DEM method[J].Tunnelling and Underground Space Technology incorporating Trenchless Technology Research,2019.

The State Key Laboratory of Water Resources and Hydropower Engineering Science and the Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, School of Civil Engineering, Wuhan University, No. 8 Donghu South Road, Wuhan 430072, China,The State Key Laboratory of Water Resources and Hydropower Engineering Science and the Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, School of Civil Engineering, Wuhan University, No. 8 Donghu South Road, Wuhan 430072, China.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.

Xudong Chen,Hongfan Wang.Slope Failure of Noncohesive Media Modelled with the Combined Finite–Discrete Element Method[J].Applied Sciences,2019.

Chengzeng Yan,Hong Zheng.FDEM-flow3D: A 3D hydro-mechanical coupled model considering the pore seepage of rock matrix for simulating three-dimensional hydraulic fracturing[J].Computers and Geotechnics,2017.

Qinghua Lei,John-Paul Latham,Jiansheng Xiang.Implementation of an Empirical Joint Constitutive Model into Finite-Discrete Element Analysis of the Geomechanical Behaviour of Fractured Rocks[J].Rock Mechanics and Rock Engineering,2016.

B.S.A. Tatone,G. Grasselli.A calibration procedure for two-dimensional laboratory-scale hybrid finite–discrete element simulations[J].International Journal of Rock Mechanics and Mining Sciences,2015.

A. Lisjak,G. Grasselli,T. Vietor.Continuum–discontinuum analysis of failure mechanisms around unsupported circular excavations in anisotropic clay shales[J].International Journal of Rock Mechanics and Mining Sciences,2014.

Davide Elmo,Doug Stead,Erik Eberhardt,Alex Vyazmensky.Applications of Finite/Discrete Element Modeling to Rock Engineering Problems[J].International Journal of Geomechanics,2013.

O. K. Mahabadi,A. Lisjak,A. Munjiza,G. Grasselli.Y-Geo: New Combined Finite-Discrete Element Numerical Code for Geomechanical Applications[J].International Journal of Geomechanics,2012.

A. A. Griffith.The Phenomena of Rupture and Flow in Solids[J].Philosophical Transactions of the Royal Society of London. Series A, Containing Papers of a Mathematical or Physical Character,1921.

张柏楠,韩勃,代松,何奔,赖踊卿.基于FDEM的大型海上风机嵌岩单桩基础水平承载特性研究[J].岩石力学与工程学报,2023(S1).

刘洋,吴志军,储昭飞,翁磊,徐翔宇,周原,高波,毛春光.基于FDEM的围压条件下机械冲击破岩机理研究[J].中南大学学报(自然科学版),2023(03).

程树范,曾亚武,高睿,张嘉凡,覃祥瑞.黏土岩中水泥锚固体滑脱的有限-离散元模型初探[J].岩土工程学报,2023(12).

邓鹏海,刘泉声,黄兴.基于Weibull分布的非均质隧洞围岩破裂碎胀FDEM数值模拟研究[J].工程力学,2024(07).

唐辉明,李长冬,龚文平,邹宗兴,张永权,张抒,张俊荣.滑坡演化的基本属性与研究途径[J].地球科学,2022(12).

罗晓娟,寇桓嘉,祝国强,宋成彬,苗宇芃.断层破碎带条件下组合式圆截面抗滑桩加固边坡效果研究[J].地质科技通报,2022(06).

丰月华,罗晓娟,李俊良,曹泽华,姚文敏,宋成彬.上硬下软地层中h型桩与滑坡相互作用机理模型试验研究[J].地质科技通报,2022(06).

李长冬,谭钦文.动水驱动型滑坡物理启滑能够预测吗？[J].地球科学,2022(10).

唐雅婷,谭杰,李长冬,李炳辰,周文娟.基于模型试验的动水驱动型顺层岩质滑坡启滑机制初探[J].地质科技通报,2022(06).

王贵华,李长冬,贺鑫,张永权,姚文敏,宋成彬,张华伟.不同布锚方式对锚索抗滑桩受力与变形影响的物理模型试验研究[J].地质科技通报,2022(06).

孙秋荣.基于FDEM的混凝土开裂破坏过程的数值模拟[J].水利水电技术(中英文),2021(07).

汪发武,宋琨.库水位涨落条件下不同结构边坡的变形破坏机制分析——以千将坪滑坡和树坪滑坡为例[J].工程地质学报,2021(03).

王旋,胡新丽,周昌,李岚星.基于物理模型试验的滑坡-抗滑桩位移场变化特征[J].地质科技通报,2020(04).

周云涛,石胜伟,蔡强,张勇,梁炯,程英建.基于能量损失的抗滑桩损伤模型及其应用[J].地质力学学报,2019(06).

王贵华,李长冬,陈文强,熊爽,于淼,张华伟.复合多层滑床条件下锚索抗滑桩受力特征研究[J].岩石力学与工程学报,2019(11).

赵健,杨立,邓冬梅,张健,邓姗.基于3DEC对某输电线路新建铁塔岩质边坡的稳定性评价[J].安全与环境工程,2018(02).

董曼曼,王亮清,葛云峰,王聪.考虑滑床复合倾斜岩体综合地基系数的抗滑桩受力特征研究[J].岩土力学,2017(10).

陶志刚,张海江,尹利洁,韩文帅,陈伊凡.基于FDEM的戒台寺古滑体开裂破坏过程数值模拟[J].水文地质工程地质,2017(03).

咸玉建,陈学军,汪志刚,赵志永.基于有限元强度折减系数法岩土边坡稳定性分析与抗滑桩设计[J].地质科技情报,2015(04).

吴丹丹,胡新丽,雍睿,祝廷尉,李蕊.三峡库区马家沟滑坡模型形态概化[J].地球科学(中国地质大学学报),2014(11).

叶海林,郑颖人,黄润秋,杜修力,李安洪,许江波.强度折减动力分析法在滑坡抗滑桩抗震设计中的应用研究[J].岩土力学,2010(S1).

张晓平,王思敬,王幼明,韩庚友.二维离散元模拟抗滑桩的折算方法研究[J].岩土工程学报,2010(02).

杨顺安,晏同珍.预测滑坡学概要[J].中国地质灾害与防治学报,1998(S1).