59 citations as recorded by crossref.

1. The Changing Relationship Between Rainfall and Surface Runoff on the Loess Plateau, China C. Miao et al. 10.1029/2019JD032053
2. Geomorphic effectiveness of check dams in a debris-flow catchment using multi-temporal topographic surveys S. Cucchiaro et al. 10.1016/j.catena.2018.11.004
3. Study on debris flow discharge characteristics of check dam spillway W. Zhang et al. 10.1063/5.0218452
4. Assessment of barrier location effect on debris flow based on smoothed particle hydrodynamics (SPH) simulation on 3D terrains S. Choi et al. 10.1007/s10346-020-01477-5
5. A multi-source data fusion modeling method for debris flow prevention engineering Q. Xu et al. 10.1007/s11629-020-6332-8
6. Additional insights to EC7 from the application of reliability-based design methods: the case of debris flow protection structures F. Vagnon et al. 10.1088/1755-1315/833/1/012190
7. Simulating the effect of check dam collapse in a debris-flow channel T. Baggio & V. D'Agostino 10.1016/j.scitotenv.2021.151660
8. Performance evaluation of check dam location using small-scale flume channel and numerical simulation M. Pham & Y. Kim 10.1007/s12665-023-11195-5
9. Model analysis of check dam impacts on long-term sediment and water budgets in Southeast Arizona, USA L. Norman & R. Niraula 10.1016/j.ecohyd.2015.12.001
10. An assessment framework for the mitigation effects of check dams on debris flow M. Banihabib & A. Forghani 10.1016/j.catena.2017.01.018
11. Why do we build check dams in Alpine streams? An historical perspective from the French experience G. Piton et al. 10.1002/esp.3967
12. A Case Study on the Closed-Type Barrier Effect on Debris Flows at Mt. Woomyeon, Korea in 2011 via a Numerical Approach S. Choi & T. Kwon 10.3390/en14237890
13. Performance of ethylene-vinyl acetate foam as cushioning material for rigid debris-resisting barriers C. Lam et al. 10.1007/s10346-018-0987-z
14. Effects of Barrier Stiffness on Debris Flow Dynamic Impact—I: Laboratory Flume Test Y. Huang et al. 10.3390/w14020177
15. Effects of Baffle Transverse Blockage on Landslide Debris Impedance C. Ng et al. 10.1016/j.proeps.2014.06.012
16. Micro-mechanism and efficiency of baffle structure in deceleration of granular flows B. Zhang et al. 10.1007/s11440-021-01290-x
17. Modelling the long-term geomorphic response to check dam failures in an alpine channel with CAESAR-Lisflood J. Ramirez et al. 10.1016/j.ijsrc.2022.04.005
18. 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
19. Assessing the hydrological effect of the check dams in the Loess Plateau, China, by model simulations Y. Xu et al. 10.5194/hess-17-2185-2013
20. Design of Sediment Traps with Open Check Dams. I: Hydraulic and Deposition Processes G. Piton & A. Recking 10.1061/(ASCE)HY.1943-7900.0001048
21. Gully Erosion Control Practices in Northeast China: A Review X. Liu et al. 10.3390/su11185065
22. Debris Flow Mobility: A Comparison of Weathered Soils and Clay-rich Soils S. Jeong 10.7843/kgs.2013.29.1.23
23. Fonctions des barrages de correction torrentielle G. Piton et al. 10.4000/cybergeo.32190
24. Structural health monitoring of sabo check dams with cosmic-ray muography L. Oláh et al. 10.1016/j.isci.2023.108019
25. Geomorphology and kinematics of debris flows with high entrainment rates: A case study in the South French Alps A. Remaître et al. 10.1016/j.crte.2011.09.007
26. Effects of Barrier Stiffness on Debris Flow Dynamic Impact—II: Numerical Simulation Y. Huang et al. 10.3390/w14020182
27. Sediment Yield in Dam-Controlled Watersheds in the Pisha Sandstone Region on the Northern Loess Plateau, China F. Xie et al. 10.3390/land10111264
28. Unravelling the multiphase run-out conditions of a slide-flow mass movement T. van Asch et al. 10.1016/j.geomorph.2014.11.014
29. Tracking long-term cascade check dam siltation: implications for debris flow control and landslide stability Z. Yang et al. 10.1007/s10346-021-01755-w
30. Check dam storage capacity calculation based on high-resolution topogrammetry: Case study of the Cutou Gully, Wenchuan County, China T. Huang et al. 10.1016/j.scitotenv.2021.148083
31. Resolved Simulation of a Granular-Fluid Flow with a Coupled SPH-DCDEM Model R. Canelas et al. 10.1061/(ASCE)HY.1943-7900.0001331
32. Evaluating effectiveness of mitigation measures for large debris flows in Wenchuan, China J. He et al. 10.1007/s10346-021-01809-z
33. Rapid episodic erosion of a cohesionless landslide dam: Insights from loss to scour of Yangjia Gully check dams and from flume experiments Y. Li et al. 10.1016/j.enggeo.2020.105971
34. Effects of Y-type spillway lateral contraction ratios on debris-flowpatterns and scour features downriver of a check dam H. Chen et al. 10.5194/nhess-16-2433-2016
35. TET: An automated tool for evaluating suitable check-dam sites based on sediment trapping efficiency O. Rahmati et al. 10.1016/j.jclepro.2020.122051
36. Deposition areas: An effective solution for the reduction of the sediment volume transported by stony debris flows on the high‐sloping reach of channels incising fans and debris cones M. Bernard et al. 10.1002/esp.5727
37. Longitudinal spreading of granular flow in trapezoidal channels C. Ng et al. 10.1016/j.geomorph.2013.04.016
38. Unsteady overflow behavior of polydisperse granular flows against closed type barrier B. Zhang & Y. Huang 10.1016/j.enggeo.2020.105959
39. Experimental Research on the Dam‐Break Mechanisms of the Jiadanwan Landslide Dam Triggered by the Wenchuan Earthquake in China F. Xu et al. 10.1155/2013/272363
40. Debris-flow risk analysis in a managed torrent based on a stochastic life-cycle performance J. Ballesteros Cánovas et al. 10.1016/j.scitotenv.2016.03.036
41. Parameterization of a numerical 2-D debris flow model with entrainment: a case study of the Faucon catchment, Southern French Alps H. Hussin et al. 10.5194/nhess-12-3075-2012
42. Investigation of erosion characteristics of debris flow based on historical cases C. Kang & D. Chan 10.1016/j.enggeo.2022.106767
43. Numerical simulation of 2D granular flow entrainment using DEM C. Kang & D. Chan 10.1007/s10035-017-0782-x
44. Check dams worldwide: Objectives, functions, effectiveness and undesired effects M. Lucas-Borja et al. 10.1016/j.catena.2021.105390
45. Why structural solutions for flood control should be adapted to climate change? M. Hosseinipoor et al. 10.1007/s11069-024-06969-4
46. Effects of check dams on runoff characteristics along gully reaches, the case of Northern Ethiopia E. Guyassa et al. 10.1016/j.jhydrol.2016.12.019
47. Challenges and perspectives in designing engineering structures against debris-flow disaster Y. Huang & B. Zhang 10.1080/19648189.2020.1854126
48. Usage des ouvrages de correction torrentielle et plages de dépôt : origine, état des lieux, perspectives G. Piton et al. 10.1051/lhb/2019008
49. Numerical assessments of the influences of soil–boulder mixed flow impact on downstream facilities S. Ren et al. 10.1016/j.compgeo.2022.105055
50. Physics-based modeling of debris flows and assessing the performance of effective mitigation measures N. Mubarak et al. 10.1186/s40677-024-00291-8
51. An alternative approach for the sediment control of in-channel stony debris flows with an application to the case study of Ru Secco Creek (Venetian Dolomites, Northeast Italy) M. Barbini et al. 10.3389/feart.2024.1340561
52. Research on the blocking effect of baffle-net structure on rock avalanches: consider the influence of particle splashing Y. Bi et al. 10.1007/s10064-023-03289-y
53. ASCHFLOW - A dynamic landslide run-out model for medium scale hazard analysis B. Quan Luna et al. 10.1186/s40677-016-0064-7
54. Landslide mobility analysis for design of multiple debris-resisting barriers J. Kwan et al. 10.1139/cgj-2014-0152
55. Analysis of debris flow behavior with a one dimensional run-out model incorporating entrainment B. Luna et al. 10.1016/j.enggeo.2011.04.007
56. Simulation of interactions between debris flow and check dams on three-dimensional terrain H. Chen et al. 10.1016/j.enggeo.2019.02.001
57. Hazard Assessment Based on the Combination of DAN3D and Machine Learning Method for Planning Closed-Type Barriers against Debris-Flow E. Cheon et al. 10.3390/w12010170
58. Driftwood deposition from debris flows at slit-check dams and fans B. Shrestha et al. 10.1007/s11069-011-9939-9
59. Quantitative analysis of artificial dam failure effects on debris flows – A case study of the Zhouqu ‘8.8’ debris flow in northwestern China Y. Chong et al. 10.1016/j.scitotenv.2021.148439