王昌奎,符文熹,金磊磊,肖前丰,叶飞,朱冬林.基于颗粒离散元的香坪山滑坡演化特征研究[J].工程地质学报,2025(03).

黄达,马昊,石林.反倾层状岩质边坡倾倒变形机理与影响因素的离散元模拟[J].吉林大学学报(地球科学版),2021(06).

周洪福,符文熹,叶飞,陈正峰.陡倾坡外弱面控制的斜坡滑移-剪损变形破坏模式[J].地球科学,2021(04).

邓树新,郑永来,冯利坡,朱鹏宇,倪寅.试验设计法在硬岩PFC~(3D)模型细观参数标定中的应用[J].岩土工程学报,2019(04).

屈新,苏立君,张崇磊,余方威.基于潘家铮原理的反倾向层状边坡弯曲倾倒破坏基准面搜索算法[J].工程科学与技术,2017(05).

王秀菊.反倾层状边坡变形破坏离散元数值模拟研究[J].三峡大学学报(自然科学版),2017(04).

韦明华.反倾层状边坡倾倒变形破坏模式的岩层等厚度特性研究[J].科学技术与工程,2015(31).

程东幸,刘大安,丁恩保,赵红敏,潘炜,郭华锋.层状反倾岩质边坡影响因素及反倾条件分析[J].岩土工程学报,2005(11).

左保成,陈从新,刘小巍,沈强.反倾岩质边坡破坏机理模型试验研究[J].岩石力学与工程学报,2005(19).

Leilei Jin,Wenxi Fu,Yang Wang,Qianfeng Xiao,Yajing Li,Fei Ye.A novel method for evaluating stability and mechanism of flexural toppling based on energy conservation principle and numerical simulation[J].International Journal of Rock Mechanics and Mining Sciences,2024.

original> .Stability analysis of rock slopes against sliding or flexural-toppling failure[J].Bulletin of Engineering Geology and the Environment,2018.

Mehdi Amini,Abbas Majdi,Ömer Aydan.Stability Analysis and the Stabilisation of Flexural Toppling Failure[J].Rock Mechanics and Rock Engineering,2009.

?. Aydan,T. Kawamoto.The stability of slopes and underground openings against flexural toppling and their stabilisation[J].Rock Mechanics and Rock Engineering,1992(3).

金磊磊.反倾层状岩质边坡破坏边界演化特征及抗剪强度取值研究[D].成都理工大学,2021(02).

马昊.层状岩质反倾边坡倾倒变形离心模型试验的数值模拟研究[D].重庆大学,2019(01).

孙闻博.基于离散元的反倾层状岩质边坡倾倒变形分析[D].西安理工大学,2018(11).

蔡静森.均质等厚反倾层状岩质边坡倾倒变形机理研究[D].中国地质大学,2013(07).