Jelke Dijkstra
Jelke is a professor in the Division of Geology and Geotechnics, research group Geotechnics. He is interested in experimental geomechanics, especially in capturing and understanding fundamental properties of granular media using unconventional methods. As such he had developed new experimental techniques to manipulate and probe (soft) soils. Jelke is expert in design and execution of non-standard element tests and physical model tests (including geotechnical centrifuge tests).
Jelke has extensive experience with 2D full-field imaging techniques for deformation and stress analyses. He had also used geo-electrical techniques to track material changes within the soil sample.
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Showing 57 publications
Trans-scale spatial variability of lime-cement mixed columns
Particle Filter based on Jaya optimisation for Bayesian updating of nonlinear models
Data assimilation for Bayesian updating of predicted embankment response using monitoring data
Experimental insight into the thermal nanometric response of clays
Coupled finite element analysis of a partially saturated slope in Norway.
Monitoring corrosion-induced concrete cracking adjacent to the steel-concrete interface
The impact of soil variability on uncertainty in predictions of induced vibrations
A two-stage study of steel corrosion and internal cracking revealed by multimodal tomography
Low amplitude strain accumulation model for natural soft clays below railways
Modelling pile installation in soft natural clays
On the feasibility of data assimilation for uncertainty modelling in geotechnics.
The contribution of swelling to self-sealing of claystone studied through x-ray tomography
A generalized 3DLS-DEM scheme for grain breakage
Using experimental design to assess rate-dependent numerical models
Long-term monitoring of settlements below a transition zone in a railway structure
Simulation of CPT penetration in sensitive clay
Fabric Investigation of Natural Sensitive Clay from 3D Nano- And Microtomography Data
Towards consistent numerical analyses of embankments on soft soils
Experimental quantification of 3D deformations in sensitive clay during stress-probing
Prediction of Differential Track Settlement in Transition Zones Using a Non-Linear Track Model
Viscoplastic cyclic degradation model for soft natural soils
Towards rigorous boundary value level sensitivity analyses using FEM
Evolution of Undrained Strength Under a Test Embankment
Testing sensitive clays through time and length scales
Field test of a floating thermal pile in sensitive clay
Developing soft soil engineering skills using “class b” and “class c” predictions
Towards a methodology for the characterisation of the fabric of wet clays using X-ray scattering
Grain kinematics during stress relaxation in sand: Not a problem for x-ray imaging
Macroscopic interpretation of nano-scale scattering data in clay
A peek into the origin of creep in sand
Modeling Aging of Displacement Piles in Natural Soft Clay
Thermomechanical Creep in Sensitive Clays
Permissible range of model parameters for natural fine grained materials
Consistent Class A & C predictions of the Ballina test embankment
Numerical Scattering Experiments on Assemblies of Clay Platelets
Development of an instrumented model pile
New method for full field measurement of pore water pressures
Floating Thermal Piles in Soft Sensitive Clays
Numerical prediction of embankment deformation with Creep-SCLAY1S model
Vermiculate artefacts in image analysis of granular materials
Consequences of sample disturbance when predicting long-term settlements in soft clay
Evaluation of temperature controlled oedometer test apparatus
Immediate and long-term installation effects adjacent to an open-ended pile in a layered clay
Novel surface speckle preparation method for imaging techniques for clay models
On the observation with polarised light of a granular medium under stress
A novel methodology to regain sensitivity of quick clay in a geotechnical centrifuge
New Method of Full-Field Stress Analysis and Measurement Using Photoelasticity
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Showing 34 research projects
System response of lime-cement columns
A peek into clay - how microstructural processess impact the susceptibiliy to loss of stability
BIG 2019-19 Störningsproblem med pålar i lösa jordar del 2.
Genesis and failure of quick clays
Structural safety of corroded reinforced concrete structures from visual inspection
BIG A2022-03 InSAR - A three part pre-study
Towards net-zero infrastructure: fixing clay with clay
Quantification of the impact of climate change on the built environment at regional scale
Vibrationer från stabiliserade järnvägsbankar
Splitting cracks as performance indicator for existing structures
NordicLink - Securing Nordic linear infrastructure networks against climate induced natural hazards
Towards resilient smart monitoring of geostructures
Djupstabilisering i stadsmiljö
Corrosion cracking: Image-based methods combined with modelling
Efficient computational modelling for sustainable use of deep mixing in urban environment
Predicting degradation of railways on soft soils
Disturbing issues with piles in soft soils
Modeling of desiccation cracking in soils due to climate change
Towards High Quality Deep Soft Soil Samples
Quantifying complex track stiffness response
Changes in soft soil properties with time (Provbelastning av bank)
Effects of climate change on slope stability in sensitive clays
Att fånga långsamt ändrande dynamisk respons av lösa jordar
Deformationer på spår-platta grundlagd på pålar i lös lera
Re-use of pile foundations (RiPofF). Long term benefits for axially loaded pile foundations
Parameter- och modellval för numeriska beräkningar i lös lera - Best practice (BEST SOIL)
Revealing the evolving microstructure in fine grained matter
Feasibility study of a mobile foundation study for the HSB Living Lab
On electrokinetic material response in marine clays (EMPIRIC)
On the fundamental relation between soil creep and cyclic pile-soil response
Nyttan av förbättrade fältundersökningar - blockprovtagare
Geothermal foundations in soft clays