Minna Karstunen
Minna är professor vid avdelningen för geologi och geoteknik och enhetschef för forskargruppen Geoteknik. Fokus för hennes forskning är det komplexa hastighetsberoendet för lösa lerors spänning-töjningssamband. Lösa naturliga leror täcker stora delar av norra halvklotet och utgör en stor utmaning inom infrastrukturbyggande, samtidigt som de utgör en naturfara. Minnas forskning omfattar, med stöd av experimentella försök och validering i fält, utveckling av konstitutiva modeller, implementering i numeriska kod och tillämpning i praktiska sammanhang. Minna är dessutom intresserad av vidareutveckling och modellering av jordförstärkningsmetoder.
Visar 69 publikationer
The influence of parameter variability on subsidence
A Grid-Based Methodology for the Assessment of Timedependent Building Damage at Large Scale
Finite element analysis for a deep excavation in soft clay supported by lime-cement columns
Permanent Sheet Pile Wall in Soft Sensitive Clay
2D & 3D numerical analyses of a deep excavation supported by LC columns
FEniCS simulation of a partially saturated slope under varying environmental loads
From theory to practice - numerical modelling of geostructures on soft natural clays
Slope stability assessment in sensitive clay with an advanced constitutive model
Towards consistent numerical analyses of embankments on soft soils
Advanced numerical models for geotechnical problems on soft clays
Modelling the creep of deep foundations in soft Gothenburg clays
Creep of geomaterials–some finding from the EU project CREEP
Viscoplastic cyclic degradation model for soft natural soils
From soft soil modelling to engineering application
Experience from short-and long-term performance of deep excavations in soft sensitive clays
Modelling the construction and long-term response of Göta Tunnel
Evolution of Undrained Strength Under a Test Embankment
Developing soft soil engineering skills using “class b” and “class c” predictions
Numerical analyses of an experimental excavation supported by panels of lime-cement columns
Modelling of undrained shearing of soft natural clays
Benchmarking of a contemporary soil model for simulation of deep excavations in soft clay
Thermomechanical Creep in Sensitive Clays
Consistent Class A & C predictions of the Ballina test embankment
Permissible range of model parameters for natural fine grained materials
Modeling of Laboratory Tests on Saint-Roch-de-l'Achigan Clay with S-CLAY1S Model
BEST SOIL: Soft soil modelling and parameter determination
On the benefits of incorporating anisotropy in stability analyses in sensitive clays
Modelling of fall-cone tests with strain-rate effects
Numerical prediction of embankment deformation with Creep-SCLAY1S model
Evaluation of temperature controlled oedometer test apparatus
Stone column settlement performance in structured anisotropic clays: the influence of creep
Modelling creep behaviour of anisotropic soft soils
Comparison of anisotropic rate-dependent models for modelling consolidation of soft clays
Numerical modeling of stone columns with installation effects
Influence of stone column installation on settlement reduction
FE analyses of horizontal deformations due to excavation processes in Gothenburg clay
Influence of Features of Natural Soft Clay on Embankment Behavior
Numerical analyses of stone column installation in Bothkennar clay
Understanding the effects of high temperature processes on the engineering properties of soils
Comparison of anisotropic rate-dependent models at element level
Effects of high temperature processes on physical properties of silica sand
Volume Averaging Technique in numerical modelling of floating deep mixed columns in soft soils
Modelling rate-dependent behaviour of structured clays
Comparison of two anisotropic creep models at element level
An anisotropic bubble model for structured clays
Comparison of anisotropic rate-dependent models at element level
Modelling compressibility of soft soils with anisotropic material models
Influence of features of natural soft clay on behaviour of embankment
Modelling strain-rate-dependency of natural soft clays combined with anisotropy and destructuration
Modeling time-dependent behavior of soft sensitive clay
Numerical simulations of stone column installation
Modelling time-dependent behaviour of Murro test embankment
An anisotropic elastic-viscoplastic model for soft clays
Modeling creep and rate effects in structured anisotropic soft clays
Micromechanical analysis of kinematic hardening in natural clay
Effect of anisotropy and destructuration on behavior of Haarajoki test embankment
Anisotropic creep model for soft soils
Plastic anisotropy of soft reconstituted clays
Modelling the behaviour of an embankment on soft clay with different constitutive models
Effect of anisotropy and destructuration on the behavior of Murro test embankment
An anisotropic elastoplastic model for soft clays
Modelling the variation of degree of saturation in a deformable unsaturated soil
Comments on use of the Barcelona Basic Model for unsaturated soils
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