Automated CPT interpretation and modelling in a BIM/Digital Twin environment

Following up on previous research on Automated Parameter Determination (APD), in which the soil stratification and numerical model parameters are automatically derived from individual CPTs, this article describes ongoing research in which the geotechnical modelling workflow is further automated in a BIM / Digital Twin environment. Especially in...

Evaluation of relative density effects on liquefiable sands using PM4Sand model

When saturated soils are subjected to an earthquake, the excess pore pressuresincrease, and, in the case of sands, this may cause liquefaction. To simulate the behaviour of saturated sands under cyclic loading, the PM4Sand constitutive model (version 3.1) formulated by Boulanger & Ziotopoulou (2017), is used. The PM4Sand model represents an...

A Constitutive Model For Masonry Structures: Practical Application Under Earthquake Loading In Groningen

In this paper, a constitutive model for masonry structures is presented. It is based on the Jointed Rock (JR) model with overall Mohr-Coulomb (MC) failure criterion, and it is implemented as a user-defined soil model in the finite element<br/>code PLAXIS. The Masonry model is a linear elastic-perfectly plastic model capable of simulating the...

A practical study on the induced seismicity in Groningen and the seismic response of a masonry structure

In this paper the man-induced earthquakes in Groningen (the Netherlands) are studied in terms of site response analyses and liquefaction evaluation. A particular soil profile in Loppersum is employed and soil properties are determined based on available geotechnical data. Clayey soil layers are modelled by means of the Generalised Hardening Soil...

Liquefaction analysis with the use of the finite element code PLAXIS