Simulation of Liquefaction and Retrogressive Slope Failure in Loose Coarse-Grained Material
Publication: International Journal of Geomechanics
Volume 19, Issue 10
Abstract
Flowslides and retrogressive slope failures are usually triggered from a significant drop of shear strength in loose coarse-grained materials, including static liquefaction and successive large deformations. A 4-step procedure is proposed to model these phenomena using the material point method, together with an advanced constitutive model calibrated via inverse analysis. The numerical simulations are performed for a well-documented flume test, which showed that a flowslide was initiated by toe sliding followed by static liquefaction leading to retrogressive failure. First, an advanced hypoplastic constitutive model is calibrated to simulate the observed mechanical behavior of the representative elementary volume (REV) of soil in triaxial tests. Then, these model parameters are used to simulate the slope instability process observed in the flume test. The simulation of triaxial tests and slope instability are satisfactory and highlight important features about the evolution of pore-water pressure and effective stress in a large deformation slope process.
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Acknowledgments
All of the numerical simulations including representative elementary volume (REV) and material point method (MPM) modeling were performed using the Anura3D code (http://www.mpm-dredge.eu/). The research was developed within the framework of the Anura3D MPM Research Community.
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Published In
International Journal of Geomechanics
Volume 19 • Issue 10 • October 2019
Copyright
© 2019 American Society of Civil Engineers.
History
Received: Aug 25, 2018
Accepted: Apr 10, 2019
Published online: Jul 24, 2019
Published in print: Oct 1, 2019
Discussion open until: Dec 24, 2019
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