This practical guide provides the best introduction to large deformation material point
method (MPM) simulations for geotechnical engineering. It provides the basic theory …

This paper presents numerical simulations of Cone Penetration Test (CPT) in water-
saturated soft soils taking into account pore pressure dissipation during installation. Besides …

Abstract the When rock blasting excavation is carried out in urban soil strata, the vibration
effect caused by blasting will cause the dynamic interaction between pipe and soil. If the …

The shallow surface stratum in the coastal area is mostly deep blowing soft ground,
corrosive and poor engineering geological properties, especially affected by dynamic …

This paper describes a computational framework for the numerical analysis of quasi-static
soil-structure insertion problems in water saturated media. The Particle Finite Element …

Estimation of soil behavior type from cone penetration testing, and the interpretation of
dissipation tests, is complicated in intermediate soil types, such as silty sands, sandy silts …

The buried corroded cast iron gas pipeline is more likely to be damaged by engineering
blasting vibration. Therefore, it is of great significance to study the dynamic response and …

Abstract The Drucker-Prager (DP) model is a representative elastoplastic model for
geomaterials because hydrostatic pressure is considered. This paper proposes an ordinary …

A numerical technique for modeling the soil as a two-phase medium by means of a user
material subroutine is presented. The approach is applied to a classical FE analysis in a …

Shallow foundations can mobilize uplift resistance due to the negative excess pore pressure
generated underneath the foundation. However, quantifying the magnitude of this uplift …