Analysis of Piezocone Penetration under Different Drainage Conditions with the Two-Phase Material Point Method

Author:

Ceccato Francesca1,Beuth Lars2,Simonini Paolo3

Affiliation:

1. Research Fellow, DICEA—Univ. of Padua, via Ognissanti 39, 35129 Padua, Italy (corresponding author).

2. Senior Researcher, Deltares, P.O. Box 177, 2600 MH, Delft, Netherlands.

3. Full Professor, DICEA—Univ. of Padua, via Ognissanti 39, 35129 Padua, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference68 articles.

1. Material point method for coupled hydromechanical problems;Abe K.;J. Geotech. Geoenviron. Eng.,2013

2. Numerical Parametric Study of Piezocone Penetration Test in Clays

3. Al-Kafaji I. K. J. (2013). “Formulation of a dynamic material point method (MPM) for geomechanical problems.” Ph.D. thesis Univ. of Stuttgart Stuttgrart Germany.

4. Progressive failure of Aznalcóllar dam using the material point method

5. Alonso E. E. Yerro A. and Pinyol N. M. (2015). “Recent developments of the material point method for the simulation of landslides.” IOP Conf. Series: Earth and Environmental Science Vol. 26 IOP Publishing Bristol U.K. 012003.

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