Articles | Volume 18, issue 12
https://doi.org/10.5194/nhess-18-3343-2018
https://doi.org/10.5194/nhess-18-3343-2018
Research article
 | 
19 Dec 2018
Research article |  | 19 Dec 2018

Forecasting landslide mobility using an SPH model and ring shear strength tests: a case study

Miao Yu, Yu Huang, Wenbin Deng, and Hualin Cheng

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Cited articles

ASTM Standard D7608-10: Standard test method for torsional ring shear test to determine drained fully softened shear strength and nonlinear strength envelope of cohesive soils (using normally consolidated specimen) for slopes with no preexisting shear surfaces, ASTM International, West Conshohocken, PA, 2010. 
Bui, H. H., Fukagawa, R., Sako, K., and Ohno, S.: Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model, Int. J. Numer. Anal. Met., 32, 1537–1570, 2008. 
Casagli, N., Dapporto, S., Ibsen, M. L., Tofani, V., and Vannocci, P.: Analysis of the landslide triggering mechanism during the storm of 20th–21st November 2000, in Northern Tuscany, Landslides, 3, 13–21, 2006. 
Cascini, L., Cuomo, S., Pastor, M., Sorbino, G., and Piciullo, L.: SPH run-out modelling of channelised landslides of the flow type, Geomorphology, 214, 502–513, 2014. 
Cuomo, S., Pastor, M., Capobianco, V., and Cascini, L.: Modelling the space–time evolution of bed entrainment for flow-like landslides, Eng. Geol., 212, 10–20, 2016. 
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Short summary
Flow-like landslides, such as flow slides and debris avalanches, have caused serious infrastructure damage and casualties for centuries. Effective numerical simulation incorporating accurate soil mechanical parameters is essential for predicting post-failure landslide mobility. In this study, smoothed particle hydrodynamics (SPH) incorporating soil ring shear test results were used to forecast the long-runout mobility for a landslide on an unstable slope in China.
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