ereprof. dr. ir. Adam Bezuijen
- ORCID iD
- 0000-0002-5591-0461
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Optimizing the shield tunnel backfilling grouts with supplementary cementitious materials by response surface methodology
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- Journal Article
- A1
- open access
Effects of sand and slurry characteristics on pressure infiltration of bentonite slurry into sand
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- Journal Article
- A1
- open access
Modelling the infiltration behaviour of foam into saturated sand considering capillary resistance for EPB shield tunnelling
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- Conference Paper
- C1
- open access
Propagación del incremento de esfuerzos verticales en un suelo agrícola de tarabuco : efecto de la succión matricial y análisis comparativo
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Tunneling-induced longitudinal responses of existing tunnel with discontinuities in structure stiffness
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- Conference Paper
- P1
- open access
Assessment methodology for clogging estimation and soil conditioning in EPB shields
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Geogrid-anchored sheet pile walls under strip footing surcharge loading, small-scale experiments
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Pore pressure measurements in saturated sand in front of an approaching EPB and laboratory investigations
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- Conference Paper
- C1
- open access
Climate change and extreme weather conditions : applications of geosynthetics securing flood defenses and coastal protection
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- Conference Paper
- C1
- open access
Suction behavior of geosynthetic clay liners with polymerized bentonite
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- Conference Paper
- C1
- open access
Comparison experiments on geosynthetic-reinforced soil and geogrid-anchored sheet pile walls under strip footing surcharge loads
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- Conference Paper
- C1
- open access
Evaluation of osmotic suction and hydration forces by revised filter paper test
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- Journal Article
- A1
- open access
Experimental study of foam infiltration from foam-sand mixture into saturated sand for EPB shield tunnelling : a mechanism study
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- Journal Article
- A1
- open access
Influence of premixed chlorine salt on the pore characteristics of 2 cement-based hardened grout containing a large amount of bentonite
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- Journal Article
- A1
- open access
Infiltration behaviour and microstructure of filter cake from sand-modified bentonite slurry
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- Journal Article
- A2
- open access
Een dijk testen met 150 keer de zwaartekracht met de nieuwe Deltares GeoCentrifuge
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- Journal Article
- A1
- open access
The effect of relative density on the response of sand to internal fluidization
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- Journal Article
- A1
- open access
Geogrid-anchored sheet pile walls : a small-scale experimental and numerical study
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- Journal Article
- A1
- open access
Water retention curves of untreated and hyper clay geosynthetic clay liners
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- Conference Paper
- C1
- open access
Suction characteristics of polymer-treated and untreated bentonite GCLs
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- Conference Paper
- C1
- open access
Experimental study to evaluate soil water retention curve of HYPER clay geosynthetic clay liner
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- Journal Article
- A1
- open access
Correction factor on dynamic force in a marsh funnel test for tunneling
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- Conference Paper
- P1
- open access
Hydraulic performance of alginate-based bentonite
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Shear strength measurement in soft mud deposits : application of GraviProbe and RheoTune = Mesure de la résistance au cisaillement dans les dépôts de boue molle : application de GraviProbe et RheoTune
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- Journal Article
- A2
- open access
Intelligent prediction of multi-factor-oriented ground settlement during TBM tunneling in soft soil
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- Journal Article
- A1
- open access
Experimental study and field validation on soil clogging of EPB shields in completely decomposed granite
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- Journal Article
- A1
- open access
Numerical modelling of the resistance of the coarse sand barrier against backward erosion piping
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Multi-scale experiments for a coarse sand barrier against backward erosion piping
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Pressure-infiltration characteristics of foam for EPB shield tunnelling in saturated sand : part 2 : soil–foam mixture
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Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand : part 1 : ‘clean’ foam
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New setup for filter paper matric suction measurement of low permeable powder clay
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Experimental study of pore water pressure development in soil when foam infiltrates into saturated sand
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- Conference Paper
- P1
- open access
Front-face pressure drop during the standstill phase for EPB mechanized tunnelling in coarse-grained soils
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- Conference Paper
- P1
- open access
Face stability of slurry shield-driven tunnel in an aquifer
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- Conference Paper
- P1
- open access
Modelling ground response to TBM tunnelling with active face support
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Pore pressures in front of a slurry TBM, the influence of plastering mechanisms
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Asymmetric pressure distribution in EPB shields : evaluation of measurements and numerical simulations
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- Conference Paper
- C1
- open access
Loading rate effect on mechanical properties of an unsaturated silty sand
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Large-scale tests to reduce the permeability of canal bottoms using slurry
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On the mechanism of backward erosion piping in a CSB
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History and future of backward erosion research
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Analytical solutions for excess pore water pressures generated by TBM tunnelling in a semi-confined aquifer
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- Journal Article
- A1
- open access
The influence of apparatus stiffness on the results of cyclic direct simple shear tests on dense sand
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- Conference Paper
- C1
- open access
Matric suction effect on distribution of stresses caused by vehicle wheels on a bare silty sand
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An experimental study on foam infiltration into saturated sand and its consequence for EPB shield tunneling
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A new model for predicting the Marsh funnel test
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Analysis of development and depth of backward erosion pipes in the presence of a coarse sand barrier
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Latest advancements in underground structures and geological engineering, Proceedings of the 3rd GeoMEast International Congress and Exhibition, Egypt 2019 on Sustainable Civil Infrastructures – The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE)
Adam Bezuijen (UGent) , Walter Wittke, Harry Poulos and Hany Shehata -
Beschadiging van geotextielen door vallende stenen
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Pressure distribution in the mixing chamber of an EBP shield
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A simplified excavation chamber pressure model for EPBM tunneling
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Development of a trench cutting re-mixing deep wall method model test device
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Functional evaluation of the various calculation methods for precompression stress
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Pressure infiltration characteristics of foam for EPB shield tunnelling
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Keynote lecture : soil-water-tunnel interaction at the front face of a TBM
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Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment
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Field measurements of sand boil hydraulics
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- Conference Paper
- C1
- open access
Large scale model test on sand-filled geosystems for coastal protection (GEOS)
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- Conference Paper
- C1
- open access
Conventional reinforcement as a potential prevention measure against piping
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- Conference Paper
- C3
- open access
Analysis of pipe progression during backward erosion piping in the presence of a coarse sand barrier
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Pressure drop in vertical pipes of sand boils
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A coarse sand barrier as an alternative preventive measure against backward erosion piping
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Elastic analysis of ground movements around a tunnel considering a buoyant lining moving upwards
(2019) INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS. 43(8). p.1562-1575 -
Evalutation of mechanical properties of cement treated soils with different plasticity
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Lime-stabilisation of high plasticity swelling clay from Ethiopia
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- Miscellaneous
- open access
Standardisation needs for the design of underground structures
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Modelling the torque with artificial neural networks on a tunnel boring machine
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Geokunststoffen en het milieu
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Erosiebescherming met geokunststoffen
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Experimental study on the mechanisms of bentonite slurry penetration in front of a slurry TBM
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Large-scale test of a coarse sand barrier as a measure against backward erosion piping
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- Conference Paper
- C3
- open access
Backward erosion piping mechanism and course sand barrier as a prevention measure
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Bentonite slurry infiltration into sand : filter cake formation under various conditions
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Calibration of DEM material parameters to stimulate stress-strain behaviour of unsaturated soils during uniaxial compression
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Scale effects in coarse sand barrier experiments
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Pressure infiltration of sandy foam during EPB shield tunneling in saturated sand
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Foam soil interaction and ithe influence on the stability of the tunnel face in saturated sand
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Klimaatverandering en weersextremen : toepassing van geokunststoffen bij waterkeringen en kustverdediging (deel 1)
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- Journal Article
- A1
- open access
Use of incipient motion data for backward erosion piping models
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The effect of sudden critical and supercritical hydraulic loads on backward erosion piping : small-scale experiments
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Pressure infiltration characteristics of bentonite slurry
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Analysis of the pipe depth development in small-scale backward erosion piping experiments
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Backward erosion piping through vertically layered soils
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Investigation of the coarse sand barrier against backward erosion piping
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Employing process knowledge of backward erosion piping to devise effective countermeasures
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Investigating the formation of a filter cake in column experiments, for combinatiions of filter and fine sand in a coarse sand barrier
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Analytical groundwater flow calculations for understanding the flow and erosion in a coarse sand barrier
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Analytical methods in predicting excess pore water pressure in front of slurry shield in saturated sandy ground
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Vibratory compaction load effects on MSE walls
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Full-scale mechanically stabilized earth (MSE) walls under strip footing load
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- Conference Paper
- C1
- open access
Damage of geotextile due to impact of stones
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- Conference Paper
- C1
- open access
Impact of wet-dry cycles on the swelling ability and hydraulic conductivity of a polymer modified bentonite
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Experiments for a coarse sand barrier as a measure against backwards erosion piping
(2018) p.1037-1042 -
Experimental modelling of infiltration of bentonite slurry in front of shield tunnel in saturated sand
(2018) p.815-819 -
Centrifuge tests on the influence of vacuum on wave impact on a caisson
(2018) p.597-601 -
Free fall cone tests in kaolin clay
(2018) p.285-291 -
A laboratory investigation on the impact resistance of a woven geotextile
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Excess pore water pressures in front of a tunnel face when drilling in a semiconfined aquifer
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- Conference Paper
- C1
- open access
Pile tunnel interaction : Pile settlement vs ground settlements
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- Journal Article
- A1
- open access
Simulating direct shear tests with the Bullet physics library : a validation study
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Load-transfer method for piles under axial loading and unloading
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Pile tunnel interaction : an analytical framework
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- Journal Article
- A1
- open access
3D character of backward erosion piping
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The ratio of long-term settlement to immediate settlement for piled raft on soft clay
(2017) -
- Conference Paper
- C1
- open access
The development of a coarse sand barrier as an effective measure against piping underneath dikes = Le développement d'une barrière de sable gros comme mesure efficace contre Ie renard
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A design tool for piles subjected to passive displacements
(2017) p.449-456 -
Pore pressures in front of a slurry shield : development and decline
(2017) p.233-240 -
EPB, chamber pressure dissipation during standstill
(2017) p.225-231 -
Pile tunnel interaction : an analytical framework
(2017) p.105-110 -
Grout pressure distribution during TBM tunneling
(2017) p.153-160 -
A simplified chamber pressure model for EPB TBM tunneling in granular soil
(2017) p.127-135 -
Slurry infiltration ahead of slurry TBM's in saturated sand : laboratory tests and consequences for practice
(2017) p.121-126 -
Pile tunnel interaction during mechanized tunnelling
(2017) p.111-118 -
Numerical simulation of the groundwater flow leading to sand boil reactivation in the Po River
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Pile tunnel interaction : an analytical framework
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- Conference Paper
- C1
- open access
Impact of wet-dry cycles on the swell pressure of a polymer modified bentonite and theoretical interpreation of experimental results
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- Conference Paper
- C1
- open access
A design tool for pile tunnel interaction
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- Conference Paper
- C1
- open access
Underground constructions in soft ground - general report of the TC204
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Slurry infiltration ahead of slurry TBM's in saturated sand: laboratory tests and consequences for practice
(2017) p.121-126 -
- Conference Paper
- C1
- open access
A design tool for piles subjected to passive displacements
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- Conference Paper
- C1
- open access
Backward erosion piping through vertically layered sands
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- Conference Paper
- C3
- open access
The influence of the leakage length on the initation of backward erosion piping
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- Conference Paper
- C1
- open access
Pipe depth measurement in small-scale backward erosion piping experiments
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- Conference Paper
- C1
- open access
A design tool for piles subjected to passive displacements
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- Conference Paper
- C1
- open access
Pore pressures in front of a slurry shield : development and decline
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- Conference Paper
- C1
- open access
EPB, chamber pressure dissipation during standstill
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Effect of wet-dry cycles on polymer treated bentonite in seawater : swelling ability, hydraulic conductivity and crack analysis
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- Journal Article
- A1
- open access
The use of partially hydrolysed polyvinyl alcohol for the production of high drug-loaded sustained release pellets via extrusion-spheronisation and coating : in vitro and in vivo evaluation
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- Journal Article
- A1
- open access
Internal deformation monitoring for centrifuge slope model with embedded FBG arrays
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Numerical analysis of full-scale mechanically stabilized earth (MSE) walls under strip footing load
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Behavior of full-scale mechanically stabilized earth (MSE) walls under strip footing load
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- Conference Paper
- C1
- open access
Wet and dry effect on the hydraulic conductivity of polymer treated GCL prototype
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Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet dry cycles in seawater
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- Conference Paper
- C1
- open access
Similitude in soil-structure and soil-soil interaction
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- Conference Paper
- C1
- open access
Monitoring and analysing pressures around a TBM
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- Conference Paper
- C1
- open access
Slurry infiltration tests for slurry shield tunnelling in saturated sand
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- Conference Paper
- C1
- open access
A different view on TBM face equilibrium in permeable ground
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Validation of analytical models for the design of basal reinforced piled embankments
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- Journal Article
- A1
- open access
Evaluation of the free-free resonant frequency method to determine stiffness moduli of cement-treated soil
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Hydraulic and mechanical behaviour of cement-bentonite mixtures containing HYPER clay: impact of sulfate attack
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- Journal Article
- A1
- open access
Session report: dams, embankments and slope stability
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- Conference Paper
- P1
- open access
A new teaching concept for axially loaded piles
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- Conference Paper
- P1
- open access
TBM pressure models: observations, theory and practice
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- Conference Paper
- C1
- open access
Hydraulic conductivity and swelling pressure of GCLs using polymer treated clays to high concentration CaCl(2) solutions
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- Conference Paper
- C1
- open access
Preliminary test on modified clays for seawater resistant drilling fluids
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- Conference Paper
- C1
- open access
Vertically inserted geotextile used for strengthening levees against internal erosion
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- Conference Paper
- C1
- open access
Axial pile forces in piled embankments, field measurements
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- Journal Article
- A1
- open access
Developments in modelling of backward erosion piping
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- Conference Paper
- C1
- open access
Premiminary tests on modified clays for electrolyte contaminated drilling fluids
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Data analysis of pile tunnel interaction
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- Conference Paper
- C1
- open access
TBM pressure models: calculation tools
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Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners
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- Conference Paper
- P1
- open access
Simulation of granular soil behaviour using the bullet physics library
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Reuse of dredged sediments for hydraulic barriers: heavy metal adsorption and hydraulic conductivity improvement through polymers
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- Conference Paper
- C1
- open access
Polymer treated clays subjected to wet-dry cycling with seawater
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Influence of sand type on pipe development in small- and medium-scale experiments
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- Conference Paper
- C1
- open access
3D character of backward erosion piping: small-scale experiments
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- Journal Article
- A1
- open access
Initiation of backward erosion piping in uniform sands
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- Conference Paper
- C1
- open access
Beneficial impact of polymer treatment of Ca-bentonites on long term hydraulic conductivity
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- Conference Paper
- C1
- open access
Wet and dry ageing of polymer treated clays using seawater: swell potential and hydraulic conductivity
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- Conference Paper
- C1
- open access
Is 1 + 1 = 2 ? Results of 3D model experiments on piled embankments
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- Conference Paper
- C1
- open access
European analytical calculations compared with a full-scale Brazilian piled embankment
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- Conference Paper
- C1
- open access
Basal reinforced piled embankments: validation of inverse triangular load distribution with an extended Terzaghi equation
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Soil pressures at the cutting wheel and the pressure bulkhead of an EPB-shield
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- Conference Paper
- P1
- open access
Pile-tunnel interaction: a conceptual analysis
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- Conference Paper
- P1
- open access
Tunnel modelling: stress release and constitutive aspects
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- Conference Paper
- C1
- open access
Pile tunnel interaction: literature review and data analysis
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3D finite element method (FEM) simulation of groundwater flow during backward erosion piping
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Full-scale testing of piping prevention measures: three tests at the Ijkdijk
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Investigation of the backward erosion mechanism in small scale experiments
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- Conference Paper
- C1
- open access
Set-up effects of piles in sand tested in the centrifuge
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- Conference Paper
- P1
- open access
Comparison of natural, polymer treated, and sodium activated Ca-bentonites
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Modelling of foam-sand-TBM interaction
(2013) 3rd International conference on computational methods in tunneling and subsurface engineering, Proceedings. 1(Proceeding). p.675-686 -
Fluid grout and the longitudinal beam action of a tunnel lining
(2013) 3rd International conference on computational methods in tunneling and subsurface engineering, Proceedings. 1(Proceeding). p.729-740 -
Comparison of natural, polymer treated, and sodium activated Ca-bentonites
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Beneficial impact of polymer treatment on the swelling and long-term hydraulic efficiency of Ca-bentonites compared to the standard sodium activation method
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3D FEM simulation of groundwater flow during backward erosion piping
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Indrukken van de 5e Europese Geokunststoffenconferentie in Valenci
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Reuse of dredged sediments for hydraulic barriers: adsorption and hydraulic conductivity improvement through polymers
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Compressive resistance of piles, an update
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- Conference Paper
- C1
- open access
General report of TC204: underground constructions
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Equilibrium models for arching in basal reinforced piled embankments
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Hydraulic conductivity and small-strain of a cement-bentonite sample exposed to sulphates
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The influence of the g-level for anchor tests in sand
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An analytical model for arching in piled embankments
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Geosystems, design rules and application
Adam Bezuijen (UGent) and EW Vastenburg(2013) 1. -
Analytical model for the beam action of a tunnel lining during construction
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Recent development of treated clays for geosynthetic clay liners and barriers systems
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The influence of subsoil reaction in a basal reinforced piled embankment
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Inversed triangular load distribution in a piled embankment, 3d model experiments, field tests, numerical analysis and consequences
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Influence of fill material and type of geosynthetic reinforcement in a piled embankment, model experiments
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Does a piled embankment 'feel' the passage of a heavy truck ? Field measurements
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Design aspects for geotextile encapsulated structures in coastal engineering
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- Conference Paper
- C1
- open access
Geosynthetics in hydraulic and coastal engineering: filters, revetments and sand filled structures
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Dutch research on basal reinforced piled embankments
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- Conference Paper
- C1
- open access
Basal reinforced piled embankments in the Netherlands, Field studies and laboratory tests
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- Conference Paper
- C1
- open access
Foam used during EPB tunnelling in saturated sand, parameters determining foam consumption
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Model experiments on piled embankments: part II
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Model experiments on piled embankments: part I
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Doorlatendheid geotextielen in zand
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- Conference Paper
- C1
- open access
Piping in loose sands: the importance of geometrical fixity of grains
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- Conference Paper
- C1
- open access
Model experiments on geosynthetic reinforced piled embankments, 3D test series
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- Conference Paper
- C1
- open access
Bench-scale centrifuge testing to determine the hydraulic conductivity of chayey soils
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- Conference Paper
- C1
- open access
Overview geotechnical model tests on dike safety at Deltares
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Mechanisms of hydraulic fracturing in clay, sand and rock
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Analytical model for fracture grouting in sand
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Analysis and modification of the British standard BS8006 for the design of piled embankments
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Corrective grouting in loosened sand: case history
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Simulating the consolidation of TBM grout at Noordplaspolder
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Paramaters that influence the pressure filtration characteristics of bentonite grouts