What is it about?
Numerical simulations with MPM of the cone penetration problem. The pore pressure generation and dissipation during the movement of the cone is investigated as function of the soil's consolidation coefficient.
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Why is it important?
It is important for interpretation of in-situ soil testing, especially in intermediate soils such as silts and sand-clay mixtures.
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This page is a summary of: Numerical study of partially drained penetration and pore pressure dissipation in piezocone test, Acta Geotechnica, March 2016, Springer Science + Business Media,
DOI: 10.1007/s11440-016-0448-6.
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