Failure of levees induced by toe uplift: Investigation of post-failure behavior using material point method

[1]  F. Ceccato,et al.  Modeling large deformations in water retention structures with an unsaturated MPM approach , 2021, Proceedings of the Institution of Civil Engineers - Geotechnical Engineering.

[2]  K. Soga,et al.  A semi‐implicit material point method based on fractional‐step method for saturated soil , 2021, International Journal for Numerical and Analytical Methods in Geomechanics.

[3]  L. Schenato,et al.  An optical fiber-based monitoring system to study the seepage flow below the landside toe of a river levee , 2021, Journal of Civil Structural Health Monitoring.

[4]  A. Tarantino,et al.  Instability of flood embankments due to pore-water pressure build-up at the toe: lesson learned from the Adige River case study , 2020 .

[5]  Michael A. Hicks,et al.  An investigation of stress inaccuracies and proposed solution in the material point method , 2019, Computational Mechanics.

[6]  Eduardo Alonso,et al.  The material point method for unsaturated soils , 2015 .

[7]  Kenichi Soga,et al.  Material Point Method for Coupled Hydromechanical Problems , 2014 .

[8]  Pieter A. Vermeer,et al.  Two‐phase dynamic analysis by material point method , 2013 .

[9]  G. Gioda,et al.  Influence of Boundary Conditions in a Finite-Element Analysis of River Levees , 2011 .

[10]  Xia Ma,et al.  Material point method enhanced by modified gradient of shape function , 2011, J. Comput. Phys..

[11]  A. Sadeghirad,et al.  A convected particle domain interpolation technique to extend applicability of the material point method for problems involving massive deformations , 2011 .

[12]  M. Berzins,et al.  Analysis and reduction of quadrature errors in the material point method (MPM) , 2008 .

[13]  A. R. Koelewijn,et al.  Uplift Phenomenon: Model, Validation, and Design , 2005 .

[14]  A. Rohe,et al.  Centrifuge tests on the failure of dikes caused by uplift pressure , 2003 .

[15]  D. V. Griffiths,et al.  SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .

[16]  D. Sulsky,et al.  A particle method for history-dependent materials , 1993 .

[17]  A. N. Schofield,et al.  The development of centrifugal models to study the influence of uplift pressures on the stability of a flood bank , 1978 .

[18]  A. Bishop The use of the Slip Circle in the Stability Analysis of Slopes , 1955 .

[19]  F. Ceccato,et al.  Two-phase dynamic MPM formulation for unsaturated soil , 2021 .

[20]  F. Ceccato,et al.  Developing and Testing Multiphase MPM Approaches for the Stability of Dams and River Embankments , 2020 .

[21]  F. Ceccato,et al.  Evaluation of dynamic explicit mpm formulations for unsaturated soils , 2019 .

[22]  G. Hoffmans,et al.  Lessons Learned from a Full-Scale Dyke Failure Test , 2004 .