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Cited article:

Material point method simulations of displacement pile and CPT penetration in sand considering the effects of grain breakage

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Quantifying Particle Breakage and Its Evolution Using Breakage Indices and Grading Entropy Coordinates

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Geotechnics 2 (4) 1109 (2022)
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Improvement of a Hypoplastic Model for Granular Materials Under High-Confining Pressures

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Micromechanical inspection of incremental behaviour of crushable soils

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Acta Geotechnica 14 (5) 1337 (2019)
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Grading evolution and critical state in a discrete numerical model of Fontainebleau sand

M. O. Ciantia, M. Arroyo, C. O'Sullivan, A. Gens and T. Liu
Géotechnique 69 (1) 1 (2019)
https://doi.org/10.1680/jgeot.17.P.023

Standard penetration testing in a virtual calibration chamber

Ningning Zhang, Marcos Arroyo, Matteo Oryem Ciantia, Antonio Gens and Joanna Butlanska
Computers and Geotechnics 111 277 (2019)
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Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles

Fatin N. Altuhafi, Richard J. Jardine, Vassiliki N. Georgiannou, et al.
Géotechnique 69 (11) 1029 (2019)
https://doi.org/10.1680/jgeot.18.D.010

Numerical investigation of pile installation effects in sand using material point method

N.T.V. Phuong, A.F. van Tol, A.S.K. Elkadi and A. Rohe
Computers and Geotechnics 73 58 (2016)
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