127 citations as recorded by crossref.

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28. A quasi single-phase model for debris flows and its comparison with a two-phase model C. Xia et al. 10.1007/s11629-018-4886-5
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36. A depth-averaged SPH-FV landslide dynamic model for evaluating hazard zones Y. Wu & Z. Yang 10.1016/j.compgeo.2024.106210
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54. Computational experiments on the 1962 and 1970 landslide events at Huascarán (Peru) with r.avaflow: Lessons learned for predictive mass flow simulations M. Mergili et al. 10.1016/j.geomorph.2018.08.032
55. A fifth order WENO scheme for numerical simulation of shallow granular two-phase flow model O. Rabbani et al. 10.1177/16878140211045240
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58. Modelling the temporal-varied nonlinear velocity profile of debris flow using a stratification aggregation algorithm in 3D-HBP-SPH framework Z. Han et al. 10.1007/s11629-024-8954-8
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60. A mechanical erosion model for two-phase mass flows S. Pudasaini & J. Fischer 10.1016/j.ijmultiphaseflow.2020.103416
61. r.avaflow v1, an advanced open-source computational framework for the propagation and interaction of two-phase mass flows M. Mergili et al. 10.5194/gmd-10-553-2017
62. Stream function - vorticity formulation of mixture mass flow P. Pokhrel & S. Pudasaini 10.1016/j.ijnonlinmec.2019.103317
63. Rheological characteristics of marine sediments from the Ulleung Basin, East Sea to estimate the mobility of submarine landslides S. Jeong et al. 10.1007/s11001-022-09473-1
64. Mechanism of the slow-moving landslides in Jurassic red-strata in the Three Gorges Reservoir, China H. Miao et al. 10.1016/j.enggeo.2013.12.017
65. Numerical modeling of a high magnitude debris-flow event occurred in Brazil C. dos Santos Corrêa et al. 10.1007/s11069-024-06728-5
66. Influence of Pore Fluid on Grain‐Scale Interactions and Mobility of Granular Flows of Differing Volume A. Taylor‐Noonan et al. 10.1029/2022JF006622
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68. Model tests for studying the failure mechanism of dry granular soil slopes R. Chen et al. 10.1016/j.enggeo.2011.02.001
69. Asymptotic analysis for the propagation and arresting process of a finite dry granular mass down a rough incline K. Lee & F. Yang 10.1017/jfm.2016.590
70. Evolution of a hillslope by rock avalanches: insights from analog models A. Sembroni et al. 10.1007/s10346-019-01229-0
71. Numerical investigation of debris flows using a two-phase continuum model incorporating a visco-inertial rheology Y. Xie et al. 10.1016/j.enggeo.2022.106797
72. DebrisInterMixing-2.3: a finite volume solver for three-dimensional debris-flow simulations with two calibration parameters – Part 2: Model validation with experiments A. von Boetticher et al. 10.5194/gmd-10-3963-2017
73. A general analytical model for superelevation in landslide S. Pudasaini & M. Jaboyedoff 10.1007/s10346-019-01333-1
74. Effects of defense-structure system for bridge piers on two-phase debris flow wakes Z. Chen et al. 10.1007/s11440-021-01296-5
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80. Nonhydrostatic granular flow over 3-D terrain: New Boussinesq-type gravity waves? O. Castro-Orgaz et al. 10.1002/2014JF003279
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85. Flow models of fluidized granular masses with different basal resistance terms H. Wu et al. 10.12989/gae.2015.8.6.811
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88. Application of FLATModel, a 2D finite volume code, to debris flows in the northeastern part of the Iberian Peninsula V. Medina et al. 10.1007/s10346-007-0102-3
89. Dynamic process of the massive Aru glacier collapse in Tibet X. Bai & S. He 10.1007/s10346-019-01337-x
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