Research Explorer

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Onderzoeker

Adam Bezuijen

Publicaties & datasets

Prijzen & Erkenningen

241 Resultaten

2026

Optimizing soil conditioning by foam during EPB shield tunnelling based on surface tension measurement

Zhongtian ChenChuan HeAdam BezuijenYong FangJian CuiXiongyu Hu

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Soil conditioning study in sand based on compression and pressurized shear tests

Zhongtian ChenChuan HeYong FangAdam BezuijenZhigang Yao

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

2025

Multi-objective optimization of recycled fine aggregate geopolymer-based grouting materials using the response surface methodology and backpropagation neural network coupled approach

Yansong LiWeitong LiWenjun ZhangChenhui LiuPaulo CachimAdam Bezuijen

A1 Artikel in een tijdschrift in CONSTRUCTION AND BUILDING MATERIALS

Pressure infiltration of bentonite slurry into sand : experiments, mechanisms, and significance for practical implications

Chenghao ZhangWim HaegemanAdam Bezuijen

The study of foaming agent concentration choice in EPB shield soil conditioning

Zhongtian ChenAdam BezuijenYong FangMarkus ThewesDongzhu Zheng

A1 Artikel in een tijdschrift in ACTA GEOTECHNICA

2024

A simple model incorporating foam rheology to quantify foam penetration behaviour in EPB shield tunnelling

He HuangWan-Huan ZhouSu QinAdam Bezuijen

A1 Artikel in een tijdschrift in TRANSPORTATION GEOTECHNICS

Backward erosion piping in a layered granular medium and local fluidization of sand

Sepideh AkramiPeter TrochAdam BezuijenVera Van Beek

Comparison experiments on geosynthetic-reinforced soil and geogrid-anchored sheet pile walls under strip footing surcharge loads

H. AhmadiB. WittekoekS .J. M. van EekelenAdam Bezuijen

Effects of sand and slurry characteristics on pressure infiltration of bentonite slurry into sand

Tao XuWan-Huan ZhouAdam BezuijenSu Qin

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Groundwater in geosynthetics-reinforced pile-supported embankments, 3D experiments

S. J. M. van EekelenB. WittekoekR. A. ZwaanAdam BezuijenA. Nancey

Hoofdstuk in een boek in Geotechnical engineering challenges to meet current and emerging needs of society

Interactions at the front face of EPB shield when drilling in sand

Hoofdstuk in een boek in Geotechnical aspects of underground construction in soft ground

Modelling the infiltration behaviour of foam into saturated sand considering capillary resistance for EPB shield tunnelling

Dongzhu ZhengAdam BezuijenMarkus Thewes

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Monitoring and data analyses of pressure changes and ground settlements induced by slurry TBM tunneling in a semiconfined aquifer : case study in the Netherlands

Tao XuAdam Bezuijen

A1 Artikel in een tijdschrift in JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

On the use of compliance correction for performing truly constant volume cyclic direct simple shear tests on sands

M. KonstadinouAdam Bezuijen

Hoofdstuk in een boek in Geotechnical engineering challenges to meet current and emerging needs of society

Optimizing the shield tunnel backfilling grouts with supplementary cementitious materials by response surface methodology

Chenhui LiuZhuoyao LiAdam BezuijenLihua ChenPaulo Cachim

A1 Artikel in een tijdschrift in CONSTRUCTION AND BUILDING MATERIALS

Pore pressure measurements in saturated sand in front of an approaching EPB and laboratory investigations

Dongzhu ZhengAdam Bezuijen

A1 Artikel in een tijdschrift in ACTA GEOTECHNICA

Pressure infiltration characteristics of bentonite slurry affected by the salty water : experimental study and mechanistic understanding

Chenghao ZhangAdam Bezuijen

A1 Artikel in een tijdschrift in ACTA GEOTECHNICA

Propagación del incremento de esfuerzos verticales e un suelo agrícola de tarabuco : esfuerzo de preconsolidación en suelos no saturados

Juan Alfredo Torrico BravoChristian BarahonaGemmina Di EmidioWim CornelisJuan Carlos RojasAdam Bezuijen

A4 Artikel in een tijdschrift in REVISTA TÉCNICA INGENIUM

Random responses of shield tunnel to new tunnel undercrossing considering spatial variability of soil elastic modulus

Xiaolu GanNianwu LiuAdam BezuijenXiaonan Gong

A1 Artikel in een tijdschrift in APPLIED SCIENCES-BASEL

Rheological characteristics and model applicability of shield tunnel backfilling grouts with supplementary cementitious materials

Chenhui LiuYansong LiAdam BezuijenPaulo CachimGuoxiong Mei

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Seawater circulation in the slurry TBM excavation chamber and its influence on the permeability of bentonite

Chenghao ZhangAdam Bezuijen

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Soil conditioning by foam : from principle to application

Zhongtian ChenAdam BezuijenWim Haegeman

Suction behavior of geosynthetic clay liners with polymerized bentonite

Muhammad Khizar KhanGemmina Di EmidioAdam BezuijenG. D. Emidio

Surface tension of foam and its influence on tunneling

D. Z. ZhengAdam BezuijenQ. Zhang

Hoofdstuk in een boek in Geotechnical aspects of underground construction in soft ground

Water retention curves of polymer-modified clays and the reuse of waste polymers

Muhammad Khizar KhanGemmina Di EmidioAdam Bezuijen

Water retention curves of untreated and hyper clay geosynthetic clay liners

Muhammad Khizar KhanGemmina Di EmidioAdam Bezuijen

A1 Artikel in een tijdschrift in ENVIRONMENTAL GEOTECHNICS

2023

Assessment methodology for clogging estimation and soil conditioning in EPB shields

Zhongtian ChenAdam BezuijenY. FangD.G.G. de Oliveira

Climate change and extreme weather conditions : applications of geosynthetics securing flood defenses and coastal protection

R. H. Rijk GerritsenAdam BezuijenC. Kees Dorst

Een dijk testen met 150 keer de zwaartekracht met de nieuwe Deltares GeoCentrifuge

Suzanne J.M. van EekelenAdam BezuijenRob ZwaanDirk de LangeHarm Aantjes

A2 Artikel in een tijdschrift in NEDERLANDS TIJDSCHRIFT VOOR NATUURKUNDE (AMSTERDAM. 1991)

Evaluation of osmotic suction and hydration forces by revised filter paper test

Muhammad Khizar KhanGemmina Di EmidioAdam Bezuijen

Experimental study of foam infiltration from foam-sand mixture into saturated sand for EPB shield tunnelling : a mechanism study

Dongzhu ZhengAdam BezuijenMarkus ThewesQingsong Zhang

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Geogrid-anchored sheet pile walls : a small-scale experimental and numerical study

B. WittekoekS. van EekelenJ. TerwindtM. KorffP. van DuijnenO. DetertAdam Bezuijen

A1 Artikel in een tijdschrift in GEOSYNTHETICS INTERNATIONAL

Geogrid-anchored sheet pile walls under strip footing surcharge loading, small-scale experiments

B. WittekoekS.J.M. van EekelenAdam BezuijenJ. TerwindtP.G. van DuijnenO. DetertJ.H. van den BergD. König

Infiltration behaviour and microstructure of filter cake from sand-modified bentonite slurry

Su QinTao XuWan-Huan ZhouAdam Bezuijen

A1 Artikel in een tijdschrift in TRANSPORTATION GEOTECHNICS

Influence of premixed chlorine salt on the pore characteristics of 2 cement-based hardened grout containing a large amount of bentonite

Xiaohong NiuGuorui FengYanna HanAdam BezuijenTingye QiJinwen Bai

A1 Artikel in een tijdschrift in CONSTRUCTION AND BUILDING MATERIALS

Propagación del incremento de esfuerzos verticales en un suelo agrícola de tarabuco : efecto de la succión matricial y análisis comparativo

Juan Alfredo Torrico BravoGemmina Di EmidioWim CornelisJuan Carlos RojasAdam Bezuijen

Propagación del incremento de esfuerzos verticales en un suelo agrícola de tarabuco : efecto de la succión matricial y análisis comparativo

Juan Alfredo Torrico BravoGemmina Di EmidioWim CornelisJuan Carlos RojasAdam Bezuijen

A4 Artikel in een tijdschrift in REVISTA TÉCNICA INGENIUM

The effect of relative density on the response of sand to internal fluidization

Sepideh AkramiAdam BezuijenFaraz S. TehraniJarno Terwindt

A1 Artikel in een tijdschrift in ACTA GEOTECHNICA

Tunneling-induced longitudinal responses of existing tunnel with discontinuities in structure stiffness

Xiaolu GanJianlin YuAdam BezuijenXiaonan GongChengcan Wang

A1 Artikel in een tijdschrift in TRANSPORTATION GEOTECHNICS

2022

Correction factor on dynamic force in a marsh funnel test for tunneling

Dongzhu ZhengAdam BezuijenArno Talmon

A1 Artikel in een tijdschrift in INTERNATIONAL JOURNAL OF GEOMECHANICS

Efecto de la presión de los neumáticos e la distribución de esfuerzos verticales generados por el paso de un tractor en un perfil limo arenoso

Juan Alfredo Torrico BravoGemmina Di EmidioWim CornelisJuan Carlos RojasAdam Bezuijen

A4 Artikel in een tijdschrift in REVISTA TÉCNICA INGENIUM

Experimental study and field validation on soil clogging of EPB shields in completely decomposed granite

Zhongtian ChenAdam BezuijenYong FangKai WangRuyong Deng

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Experimental study to evaluate soil water retention curve of HYPER clay geosynthetic clay liner

Muhammad Khizar KhanMichela De CamillisGemmina Di EmidioAdam Bezuijen

Hydraulic performance of alginate-based bentonite

Muhammad Khizar KhanGemmina Di EmidioAdam Bezuijen

Intelligent prediction of multi-factor-oriented ground settlement during TBM tunneling in soft soil

Zhi DingLin-Shuang ZhaoWan-Huan ZhouAdam Bezuijen

A2 Artikel in een tijdschrift in FRONTIERS IN BUILT ENVIRONMENT

Multi-scale experiments for a coarse sand barrier against backward erosion piping

Esther RosenbrandVera van BeekAdam BezuijenSepideh AkramiJarno TerwindtAndre KoelewijnUlrich Förster

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Numerical modelling of the resistance of the coarse sand barrier against backward erosion piping

Esther RosenbrandVera Van BeekAdam Bezuijen

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand : part 1 : ‘clean’ foam

Tao XuAdam BezuijenMarkus Thewes

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Pressure-infiltration characteristics of foam for EPB shield tunnelling in saturated sand : part 2 : soil–foam mixture

Tao XuAdam BezuijenMarkus Thewes

A1 Artikel in een tijdschrift in GEOTECHNIQUE

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

Ebi MeshkatiJarno TerwindtThijs van KesselAlex KirichekArno TalmonAdam Bezuijen

Suction characteristics of polymer-treated and untreated bentonite GCLs

Muhammad Khizar KhanGemmina Di EmidioAdam BezuijenWolfgang LieskeTorsten Wichtmann

2021

A new model for predicting the Marsh funnel test

Dongzhu ZhengAdam BezuijenGemmina Di Emidio

A1 Artikel in een tijdschrift in INTERNATIONAL JOURNAL OF GEOMECHANICS

An experimental study on foam infiltration into saturated sand and its consequence for EPB shield tunneling

Dongzhu ZhengAdam BezuijenMarkus Thewes

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Analysis of development and depth of backward erosion pipes in the presence of a coarse sand barrier

Sepideh AkramiAdam BezuijenVera van BeekEsther RosenbrandJarno TerwindtUlrich Förster

A1 Artikel in een tijdschrift in ACTA GEOTECHNICA

Analytical solutions for excess pore water pressures generated by TBM tunnelling in a semi-confined aquifer

Tao XuAdam BezuijenWout Broere

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Asymmetric pressure distribution in EPB shields : evaluation of measurements and numerical simulations

Adam BezuijenT. S. DangG. Meschke

Efecto de la succión matricial en la distribución de esfuerzos verticales genrados por el paso de un vehículo en una arena limosa bajo diferentes condiciones ambientales

Juan Alfredo Torrico BravoSalvador MirandaWim CornelisJuan Carlos RojasAdam BezuijenGemmina Di Emidio

A4 Artikel in een tijdschrift in REVISTA TÉCNICA INGENIUM

Experimental study of pore water pressure development in soil when foam infiltrates into saturated sand

Dongzhu ZhengAdam BezuijenM. Thewes

Face stability of slurry shield-driven tunnel in an aquifer

W.HK ZhouT. XuAdam Bezuijen

Front-face pressure drop during the standstill phase for EPB mechanized tunnelling in coarse-grained soils

D. SebastianiS. MilizianoAdam Bezuijen

History and future of backward erosion research

John RiceVera van BeekAdam Bezuijen

Large-scale tests to reduce the permeability of canal bottoms using slurry

Adam BezuijenArno TalmonMichel RuiterTheo Olsthoorn

Loading rate effect on mechanical properties of an unsaturated silty sand

Christian BarahonaLuis SandiJuan Carlos RojasDi Emidio GemminaAdam BezuijenWim Cornelis

Matric suction effect on distribution of stresses caused by vehicle wheels on a bare silty sand

Juan Alfredo Torrico BravoSalvador MirandaWim CornelisJuan Carlos RojasAdam BezuijenGemmina Di Emidio

Modelling ground response to TBM tunnelling with active face support

T. XuW.H. ZhouAdam Bezuijen

New setup for filter paper matric suction measurement of low permeable powder clay

Muhammad Khizar KhanGemmina Di EmidioAdam Bezuijen

On the mechanism of backward erosion piping in a CSB

Adam BezuijenSepideh AkramiVera van BeekEsther Rosenbrand

Pore pressures in front of a slurry TBM, the influence of plastering mechanisms

The influence of apparatus stiffness on the results of cyclic direct simple shear tests on dense sand

M. KonstadinouAdam BezuijenG. GreeuwC. ZwanenburgH. M. Van EssenL. Voogt

A1 Artikel in een tijdschrift in GEOTECHNICAL TESTING JOURNAL

Tunnel boring machine excavation fluids : from laboratory to practice

Dongzhu ZhengAdam BezuijenGemmina Di EmidioTiago Gerheim Souza Dias

2020

A simplified excavation chamber pressure model for EPBM tunneling

Hongjie YuMichael MooneyAdam Bezuijen

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Beschadiging van geotextielen door vallende stenen

Adam BezuijenEhsan Izadi

A4 Artikel in een tijdschrift in GEOTECHNIEK (ROTTERDAM)

Development of a trench cutting re-mixing deep wall method model test device

Peng JiangQing-song ZhangRen-tai LiuAdam BezuijenYan-kai LiuKe-xian Li

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Field measurements of sand boil hydraulics

Bryant A. RobbinsIsaac J. StephensVera M. van BeekAndre R. KoelewijnAdam Bezuijen

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Functional evaluation of the various calculation methods for precompression stress

Jan De PueGemmina Di EmidioAdam BezuijenWim Cornelis

A1 Artikel in een tijdschrift in SOIL USE AND MANAGEMENT

Geosynthetic-reinforced soil retaining walls subjected to surcharge loads

Hamzeh AhmadiAdam Bezuijen

Keynote lecture : soil-water-tunnel interaction at the front face of a TBM

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)

Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment

S. J. M. van EekelenA. A. M. VenmansAdam BezuijenA. F. van Tol

A1 Artikel in een tijdschrift in GEOSYNTHETICS INTERNATIONAL

Pressure distribution in the mixing chamber of an EBP shield

Adam BezuijenGuenther Meschke

Pressure infiltration characteristics of foam for EPB shield tunnelling

Tao XuAdam BezuijenWan-Huan Zhou

Ratio of long-term settlement to immediate settlement for piled raft on soft clay

Chenhui LiuMin YangAdam Bezuijen

A2 Artikel in een tijdschrift in PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT

2019

A coarse sand barrier as an alternative preventive measure against backward erosion piping

U. FörsterA.R. KoelewijnE. RosenbrandV.M. van BeekL. VoogtAdam BezuijenSepideh Akrami

A study on the mechanisms of backward erosion piping

Kristine VandenboerAdam Bezuijen

An investigation into the possibilities of using physics engines in geotechnical engineering problems

Ehsan IzadiAdam BezuijenPeter Lambert

Analysis of pipe progression during backward erosion piping in the presence of a coarse sand barrier

Sepideh AkramiAdam BezuijenV. Van BeekE. RosenbrandU. ForsterA. Koelewijn

Analysis of the pipe depth development in small-scale backward erosion piping experiments

Kristine VandenboerVera M van BeekAdam Bezuijen

A1 Artikel in een tijdschrift in ACTA GEOTECHNICA

Backward erosion piping mechanism and course sand barrier as a prevention measure

Sepideh AkramiVera van BeekEsther RosenbrandAdam BezuijenUlrich FörsterAndre Koelewijn

Backward erosion piping through vertically layered soils

Kristine VandenboerLies DolphenAdam Bezuijen

A1 Artikel in een tijdschrift in EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING

Bentonite slurry infiltration into sand : filter cake formation under various conditions

Tao XuAdam Bezuijen

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Calibration of DEM material parameters to stimulate stress-strain behaviour of unsaturated soils during uniaxial compression

Jan De PueGemmina Di EmidioR Daniel Verastegui-FloresAdam BezuijenWim Cornelis

A1 Artikel in een tijdschrift in SOIL & TILLAGE RESEARCH

Conventional reinforcement as a potential prevention measure against piping

Sepideh AkramiAdam Bezuijen

Elastic analysis of ground movements around a tunnel considering a buoyant lining moving upwards

Chenhui LiuAdam BezuijenMin YangPaulo Cachim

A1 Artikel in een tijdschrift in INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Erosiebescherming met geokunststoffen

Suzanne van EekelenAdam BezuijenRijk GerritsenWIm VoskampPaul ter HorstEdwin Zengerink

A4 Artikel in een tijdschrift in GEOKUNST

Evalutation of mechanical properties of cement treated soils with different plasticity

Irem BozyigitGemmina Di EmidioR. Daniel Verastegui FloresSelim AltunAdam Bezuijen

Experimental study on the mechanisms of bentonite slurry penetration in front of a slurry TBM

Tao XuAdam Bezuijen

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Foam soil interaction and ithe influence on the stability of the tunnel face in saturated sand

Adam BezuijenTao Xu

Geokunststoffen en het milieu

J.K. van DeenWIm VoskampAdam Bezuijen

A4 Artikel in een tijdschrift in GEOKUNST

Hydraulic conductivity of modified bentonites after wet and dry cycles

Michela De CamillisGemmina Di EmidioRamiro Verastegui FloresAdam Bezuijen

Klimaatverandering en weersextremen : toepassing van geokunststoffen bij waterkeringen en kustverdediging (deel 1)

Rijk GerritsenAdam BezuijenKees Dorst

A4 Artikel in een tijdschrift in GEOTECHNIEK

Large scale model test on sand-filled geosystems for coastal protection (GEOS)

Adam BezuijenLuciana Das NevesIvàn CaceresAltomare CorradoTomohiro Suzuki

Large-scale test of a coarse sand barrier as a measure against backward erosion piping

Esther RosenbrandVera Van BeekUlrich FörsterBernard Van Der KolkAne WiersmaJarno TerwindtDennis PetersSepideh AkramiAndré KoelewijnKoen Van Gerven et al.

Lime-stabilisation of high plasticity swelling clay from Ethiopia

Worku Janka NegawoGemmina Di EmidioAdam BezuijenR. Daniel Verastegui FloresBertrand François

A1 Artikel in een tijdschrift in EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING

Modelling the torque with artificial neural networks on a tunnel boring machine

Paulo Barreto CachimAdam Bezuijen

A1 Artikel in een tijdschrift in KSCE JOURNAL OF CIVIL ENGINEERING

Pressure drop in vertical pipes of sand boils

Adam BezuijenKristine VandenboerV. van BeekB. Robbins

Pressure infiltration characteristics of bentonite slurry

Tao XuAdam Bezuijen

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Pressure infiltration of sandy foam during EPB shield tunneling in saturated sand

Tao XuAdam BezuijenZ. Lu

Scale effects in coarse sand barrier experiments

Esther RosenbrandVera van BeekAndré KoelewijnSepideh AkramiUlrich FörsterKoen van GervenAdam Bezuijen

Standardisation needs for the design of underground structures

A. AthanasopouloAdam BezuijenW. BoguszD BournasM BrandtnerA BreuneseU BurbaumS DimovaR FrankH Ganz et al.

The effect of sudden critical and supercritical hydraulic loads on backward erosion piping : small-scale experiments

Kristine VandenboerFrançois CeletteAdam Bezuijen

A1 Artikel in een tijdschrift in ACTA GEOTECHNICA

Use of incipient motion data for backward erosion piping models

Vera M. van BeekBryant A. RobbinsGijs J. C. M. HoffmansAdam BezuijenLao C. van Rijn

A1 Artikel in een tijdschrift in INTERNATIONAL JOURNAL OF SEDIMENT RESEARCH

2018

3D character of backward erosion piping

Kristine VandenboerVM van BeekAdam Bezuijen

A1 Artikel in een tijdschrift in GEOTECHNIQUE

A laboratory investigation on the impact resistance of a woven geotextile

Ehsan IzadiTijl DecraeneSteven De StrijckerAdam BezuijenDirk Vinckier

A1 Artikel in een tijdschrift in GEOTEXTILES AND GEOMEMBRANES

Analytical groundwater flow calculations for understanding the flow and erosion in a coarse sand barrier

Adam BezuijenVera van BeekEsther RosenbrandSepideh Akrami

Analytical methods in predicting excess pore water pressure in front of slurry shield in saturated sandy ground

Tao XuAdam Bezuijen

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Centrifuge tests on the influence of vacuum on wave impact on a caisson

D.A. de LangeAdam BezuijenT. Tobita

Damage of geotextile due to impact of stones

Adam BezuijenEhsan Izadi

Employing process knowledge of backward erosion piping to devise effective countermeasures

Andre R. KoelewijnVera M. Van BeekUlrich FörsterAdam BezuijenEsther RosenbrandJan Jaap Heerema

Excess pore water pressures in front of a tunnel face when drilling in a semiconfined aquifer

Adam BezuijenTao Xu

Experimental modelling of infiltration of bentonite slurry in front of shield tunnel in saturated sand

Tao XuAdam Bezuijen

Experiments for a coarse sand barrier as a measure against backwards erosion piping

Adam BezuijenE. RosenbrandV.M. van BeekKristine Vandenboer

Free fall cone tests in kaolin clay

Adam BezuijenD.A. den HamerLeen VinckeKoen Geirnaert

Full-scale mechanically stabilized earth (MSE) walls under strip footing load

Hamzeh AhmadiAdam Bezuijen

A1 Artikel in een tijdschrift in GEOTEXTILES AND GEOMEMBRANES

Impact of wet-dry cycles on the swelling ability and hydraulic conductivity of a polymer modified bentonite

Michela De CamillisGemmina Di EmidioAdam BezuijenRamiro D. Verastegui Flores

Infiltration and excess pore water pressures in front of a TBM : experiments, mechanisms and computational models

Tao XuAdam Bezuijen

Investigating the formation of a filter cake in column experiments, for combinatiions of filter and fine sand in a coarse sand barrier

Sepideh AkramiAdam BezuijenEsther RosenbrandAndré KoelewijnVera van Beek

Investigation of the coarse sand barrier against backward erosion piping

E. RosenbrandV. M. Van BeekJ. M. van EschU. FörsterA. R. KoelewijnL. VoogtAdam BezuijenKristine VandenboerK. van Gerven

Load-transfer method for piles under axial loading and unloading

Tiago Gerheim Souza DiasAdam Bezuijen

A1 Artikel in een tijdschrift in JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Pile tunnel interaction : an analytical framework

Tiago Gerheim Souza DiasAdam Bezuijen

Pile tunnel interaction : Pile settlement vs ground settlements

Tiago G.S. DiasAdam Bezuijen

Simulating direct shear tests with the Bullet physics library : a validation study

Ehsan IzadiAdam Bezuijen

A1 Artikel in een tijdschrift in PLOS ONE

Vibratory compaction load effects on MSE walls

Hamzeh AhmadiAdam Bezuijen

2017

A design tool for pile tunnel interaction

Tiago Gerheim Souza DiasAdam Bezuijen

A design tool for piles subjected to passive displacements

Tiago Gerheim Souza DiasAdam Bezuijen

A design tool for piles subjected to passive displacements

Tiago Gerheim Souza DiasAdam Bezuijen

A design tool for piles subjected to passive displacements

Tiago Gerheim Souza DiasAdam Bezuijen

A simplified chamber pressure model for EPB TBM tunneling in granular soil

Hongije YuMichael A. MooneyAdam Bezuijen

Backward erosion piping through vertically layered sands

Kristine VandenboerLies DolphenAdam Bezuijen

Effect of wet-dry cycles on polymer treated bentonite in seawater : swelling ability, hydraulic conductivity and crack analysis

Michela De CamillisGemmina Di EmidioAdam BezuijenDaniel Verastegui FloresJeroen Van StappenVeerle Cnudde

A1 Artikel in een tijdschrift in APPLIED CLAY SCIENCE

EPB, chamber pressure dissipation during standstill

Adam BezuijenTiago Gerheim Souza Dias

EPB, chamber pressure dissipation during standstill

Adam BezuijenTiago Gerheim Souza Dias

Experimental and numerical study of wet and dry cycles on an innovative polymer treated clay for geosynthetic clay liners

Michela De CamillisAdam BezuijenGemmina Di Emidio

Grout pressure distribution during TBM tunneling

Tiago Gerheim Souza DiasAdam Bezuijen

Impact of wet-dry cycles on the swell pressure of a polymer modified bentonite and theoretical interpreation of experimental results

Michela De CamillisGemmina Di EmidioAdam BezuijenRamiro Daniel Verastegui-FloresAndrea DominjianniMario Manassero

Internal deformation monitoring for centrifuge slope model with embedded FBG arrays

Dan ZhangQiang XuAdam BezuijenGuang ZhengHongxian Wang

A1 Artikel in een tijdschrift in LANDSLIDES

Numerical simulation of the groundwater flow leading to sand boil reactivation in the Po River

M.F. Carcia MartinezM. MarchiL. TonniG. GottardiAdam BezuijenA. Rosso

Pile tunnel interaction

Tiago Gerheim Souza DiasAdam Bezuijen

Pile tunnel interaction : an analytical framework

Tiago Gerheim Souza DiasAdam Bezuijen

Pile tunnel interaction : an analytical framework

Tiago Gerheim Souza DiasAdam Bezuijen

Pile tunnel interaction during mechanized tunnelling

Tiago Gerheim Souza DiasAdam Bezuijen

Pipe depth measurement in small-scale backward erosion piping experiments

Kristine VandenboerVera M van BeekAdam Bezuijen

Pore pressures in front of a slurry shield : development and decline

Adam BezuijenTao XuTiago Gerheim Souza Dias

Pore pressures in front of a slurry shield : development and decline

Adam BezuijenTao XuTiago Gerheim Souza Dias

Slurry infiltration ahead of slurry TBM's in saturated sand : laboratory tests and consequences for practice

Tao XuAdam BezuijenTiago Gerheim Souza Dias

Slurry infiltration ahead of slurry TBM's in saturated sand: laboratory tests and consequences for practice

Tao XuAdam BezuijenTiago Gerheim Souza Dias

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

André KoelewijnVera van BeekUlrich FörsterAdam Bezuijen

The influence of the leakage length on the initation of backward erosion piping

The ratio of long-term settlement to immediate settlement for piled raft on soft clay

Chenhui LiuMin YangAdam Bezuijen

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

Glenn VerstraeteWesley De JaeghereJ VercruysseWouter GrymonpréValérie VanhoorneFanny StaufferThomas De BeerAdam BezuijenJean Paul RemonChris Vervaet

A1 Artikel in een tijdschrift in INTERNATIONAL JOURNAL OF PHARMACEUTICS

Underground constructions in soft ground - general report of the TC204

Tiago Gerheim Souza DiasAdam Bezuijen

2016

A different view on TBM face equilibrium in permeable ground

Tiago Gerheim Souza DiasAdam Bezuijen

Behavior of full-scale mechanically stabilized earth (MSE) walls under strip footing load

Hamzeh AhmadiAdam Bezuijen

Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet dry cycles in seawater

Michela De CamillisGemmina Di EmidioAdam BezuijenRamiro Daniel Verastegui-Flores

A1 Artikel in een tijdschrift in GEOTEXTILES AND GEOMEMBRANES

Monitoring and analysing pressures around a TBM

Adam BezuijenSP SteenekenJAT Ruigrok

Numerical analysis of full-scale mechanically stabilized earth (MSE) walls under strip footing load

Hamzeh AhmadiAdam Bezuijen

Similitude in soil-structure and soil-soil interaction

Slurry infiltration tests for slurry shield tunnelling in saturated sand

T XUAdam Bezuijen

Wet and dry effects on the hydraulic conductivity of a polymer treated GCL prototype

Michela De CamillisGemmina Di EmidioAdam BezuijenRamiro Verastegui Flores

2015

A new teaching concept for axially loaded piles

Tiago Gerheim Souza DiasAdam Bezuijen

Axial pile forces in piled embankments, field measurements

Van Eekelen SJMAdam BezuijenVan Tol AF

Data analysis of pile tunnel interaction

Tiago Gerheim Souza DiasAdam Bezuijen

A1 Artikel in een tijdschrift in JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Developments in modelling of backward erosion piping

VM Van BeekHM Van EssenKristine VandenboerAdam Bezuijen

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Evaluation of the free-free resonant frequency method to determine stiffness moduli of cement-treated soil

R. D. Verástegui-FloresGemmina Di EmidioAdam BezuijenJoachim VanwalleghemMathias Kersemans

A1 Artikel in een tijdschrift in SOILS AND FOUNDATIONS

Hydraulic and mechanical behaviour of cement-bentonite mixtures containing HYPER clay: impact of sulfate attack

Gemmina Di EmidioRamiro Verastegui FloresClaudia ScipioniEvelina FratalocchiAdam Bezuijen

Hydraulic conductivity and swelling pressure of GCLs using polymer treated clays to high concentration CaCl(2) solutions

J JanssenGemmina Di EmidioVerastegui Flores DAdam Bezuijen

Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners

Gemmina Di EmidioFrancesco MazzieriRamiro Verastegui FloresWilliam Van ImpeAdam Bezuijen

A1 Artikel in een tijdschrift in GEOSYNTHETICS INTERNATIONAL

Preliminary test on modified clays for seawater resistant drilling fluids

Davina den HamerGemmina Di EmidioAdam BezuijenVerastegui Flores D

Premiminary tests on modified clays for electrolyte contaminated drilling fluids

Davina den HamerGemmina Di EmidioAdam BezuijenDaniel Verastegui Flores

Session report: dams, embankments and slope stability

A1 Artikel in een tijdschrift in INTERNATIONAL JOURNAL OF PHYSICAL MODELLING IN GEOTECHNICS

Simulation of granular soil behaviour using the bullet physics library

Ehsan IzadiAdam Bezuijen

TBM pressure models: calculation tools

Tiago Gerheim Souza DiasAdam Bezuijen

TBM pressure models: observations, theory and practice

Tiago Gerheim Souza DiasAdam Bezuijen

Validation of analytical models for the design of basal reinforced piled embankments

S.J.M. Van EekelenAdam BezuijenA.F. Van Tol

A1 Artikel in een tijdschrift in GEOTEXTILES AND GEOMEMBRANES

Vertically inserted geotextile used for strengthening levees against internal erosion

U FösterAdam BezuijenVan den Berg SG

2014

3D character of backward erosion piping: small-scale experiments

Kristine VandenboerAdam BezuijenVM Van Beek

3D finite element method (FEM) simulation of groundwater flow during backward erosion piping

Kristine VandenboerVera van BeekAdam Bezuijen

A2 Artikel in een tijdschrift in FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING

Basal reinforced piled embankments: validation of inverse triangular load distribution with an extended Terzaghi equation

Adam BezuijenSJM Van Eekelen

Beneficial impact of polymer treatment of Ca-bentonites on long term hydraulic conductivity

Gemmina Di EmidioMichela De CamillisAdam BezuijenR.D. Verastegui Flores

European analytical calculations compared with a full-scale Brazilian piled embankment

SJM Van EekelenMSS AlmeidaAdam Bezuijen

Full-scale testing of piping prevention measures: three tests at the Ijkdijk

AR KoelewijnG De VriesH Van LottumU FörsterVM Van BeekAdam Bezuijen

Influence of sand type on pipe development in small- and medium-scale experiments

VM Van BeekKristine VandenboerAdam Bezuijen

Initiation of backward erosion piping in uniform sands

VM Van BeekAdam BezuijenJB SellmeijerFBJ Barends

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Investigation of the backward erosion mechanism in small scale experiments

VM Van BeekKristine VandenboerHM Van EssenAdam Bezuijen

Is 1 + 1 = 2 ? Results of 3D model experiments on piled embankments

SJM Van EekelenAdam Bezuijen

Pile tunnel interaction: literature review and data analysis

Tiago Gerheim Souza DiasAdam Bezuijen

Pile-tunnel interaction: a conceptual analysis

Tiago Gerheim Souza DiasAdam Bezuijen

Polymer treated clays subjected to wet-dry cycling with seawater

Michela De CamillisGemmina Di EmidioDaniel Verastegui FloresAdam Bezuijen

Reuse of dredged sediments for hydraulic barriers: heavy metal adsorption and hydraulic conductivity improvement through polymers

Gemmina Di EmidioDaniel Verastegui FloresAdam Bezuijen

Set-up effects of piles in sand tested in the centrifuge

DA De LangeAF Van TolJ DijkstraAdam BezuijenR Stoevelaar

Soil pressures at the cutting wheel and the pressure bulkhead of an EPB-shield

Adam BezuijenAM Talmon

Tunnel modelling: stress release and constitutive aspects

Tiago Gerheim Souza DiasAdam Bezuijen

Wet and dry ageing of polymer treated clays using seawater: swell potential and hydraulic conductivity

Michela De CamillisGemmina Di EmidioAdam BezuijenR.D. Verastegui Flores

2013

3D FEM simulation of groundwater flow during backward erosion piping

Kristine VandenboerVera van BeekAdam Bezuijen

An analytical model for arching in piled embankments

Suzanne Van EekelenAdam Bezuijen

A1 Artikel in een tijdschrift in GEOTEXTILES AND GEOMEMBRANES

Analytical model for the beam action of a tunnel lining during construction

AM TalmonAdam Bezuijen

A1 Artikel in een tijdschrift in INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Beneficial impact of polymer treatment on the swelling and long-term hydraulic efficiency of Ca-bentonites compared to the standard sodium activation method

Gemmina Di EmidioRamiro Verastegui FloresAdam Bezuijen

Comparison of natural, polymer treated, and sodium activated Ca-bentonites

Gemmina Di EmidioRamiro Verastegui FloresAdam Bezuijen

Comparison of natural, polymer treated, and sodium activated Ca-bentonites

Gemmina Di EmidioRD Verastegui FloresAdam Bezuijen

Compressive resistance of piles, an update

AF Van TolR StoevelaarAdam BezuijenHL JansenG Hannink

Equilibrium models for arching in basal reinforced piled embankments

Suzanne Van EekelenAdam Bezuijen

Fluid grout and the longitudinal beam action of a tunnel lining

AM TalmonAdam Bezuijen

General report of TC204: underground constructions

Tiago Gerheim Souza DiasAdam Bezuijen

Geosystems, design rules and application

Hydraulic conductivity and small-strain of a cement-bentonite sample exposed to sulphates

RD Verastegui-FloresGemmina Di EmidioAdam Bezuijen

Indrukken van de 5e Europese Geokunststoffenconferentie in Valenci

Suzan van EekelenGemmina Di EmidioAdam Bezuijen

A4 Artikel in een tijdschrift in GEOKUNST

Modelling of foam-sand-TBM interaction

Reuse of dredged sediments for hydraulic barriers: adsorption and hydraulic conductivity improvement through polymers

Gemmina Di EmidioRD Verastegui-FloresAdam Bezuijen

The influence of the g-level for anchor tests in sand

Adam BezuijenR ZwaanH Van Lottum

2012

Basal reinforced piled embankments in the Netherlands, Field studies and laboratory tests

SJM Van EekelenAdam Bezuijen

Bench-scale centrifuge testing to determine the hydraulic conductivity of chayey soils

Gemmina Di EmidioHerman PeifferBenny MalengierPavol KisonAdam Bezuijen

Design aspects for geotextile encapsulated structures in coastal engineering

Adam BezuijenE VastenburgP Van Steeg

Does a piled embankment 'feel' the passage of a heavy truck ? Field measurements

SJM Van EekelenAdam BezuijenPG Van Duijnen

Doorlatendheid geotextielen in zand

Adam BezuijenVera Van BeekFerry Schenkeveld

A4 Artikel in een tijdschrift in GEOTECHNIEK

Dutch research on basal reinforced piled embankments

SJM Van EekelenAdam Bezuijen

A4 Artikel in een tijdschrift in GEOTECHNIEK (ROTTERDAM)

Foam used during EPB tunnelling in saturated sand, parameters determining foam consumption

Geosynthetics in hydraulic and coastal engineering: filters, revetments and sand filled structures

Adam BezuijenKW Pilarczyk

Influence of fill material and type of geosynthetic reinforcement in a piled embankment, model experiments

SJM Van EekelenA NanceyAdam Bezuijen

Inversed triangular load distribution in a piled embankment, 3d model experiments, field tests, numerical analysis and consequences

SJM Van EekelenAdam Bezuijen

Model experiments on geosynthetic reinforced piled embankments, 3D test series

SJM Van EekelenAdam Bezuijen

Model experiments on piled embankments: part I

Suzanne JM Van EekelenAdam BezuijenKJ LodderAF Van Tol

A1 Artikel in een tijdschrift in GEOTEXTILES AND GEOMEMBRANES

Model experiments on piled embankments: part II

Suzanne JM Van EekelenAdam BezuijenHJ LodderAF Van Tol

A1 Artikel in een tijdschrift in GEOTEXTILES AND GEOMEMBRANES

Overview geotechnical model tests on dike safety at Deltares

Adam BezuijenVera Van BeekGA Van Den HamC Zwanenburg

Piping in loose sands: the importance of geometrical fixity of grains

Vera Van BeekAdam BezuijenFM Schenkeveld

Recent development of treated clays for geosynthetic clay liners and barriers systems

Gemmina Di EmidioRamiro Verastegui FloresWilliam Van ImpeAdam BezuijenFr Mazzieri

The influence of subsoil reaction in a basal reinforced piled embankment

HJ LodderSJM Van EekelenAdam Bezuijen

2011

Analysis and modification of the British standard BS8006 for the design of piled embankments

Suzanne JM Van EekelenAdam BezuijenAF Van Tol

A1 Artikel in een tijdschrift in GEOTEXTILES AND GEOMEMBRANES

Analytical model for fracture grouting in sand

Adam BezuijenR Te GrotenhuisAF Van TolJW BoschJK Haasnoot

A1 Artikel in een tijdschrift in JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Mechanisms of hydraulic fracturing in clay, sand and rock

Adam BezuijenAF Van Tol

2009

Corrective grouting in loosened sand: case history

Paramaters that influence the pressure filtration characteristics of bentonite grouts

Adam BezuijenMPM SandersD Den Hamer

A1 Artikel in een tijdschrift in GEOTECHNIQUE

Simulating the consolidation of TBM grout at Noordplaspolder

AM TalmonAdam Bezuijen

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY