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Onderzoeker
Wim Haegeman
Profiel
Projecten
Publicaties
Activiteiten
Prijzen & Erkenningen
121
Resultaten
2023
Calcareous silt earthen construction using biopolymer reinforcement
Jinquan Shi
Yang Xiao
Guiyong Fu
Chi Feng
Jian Hu
Wim Haegeman
Hanlong Liu
A1
Artikel in een tijdschrift
in
JOURNAL OF BUILDING ENGINEERING
2023
Small strain stiffness of graded sands with light biocementation
Jinquan Shi
Haoyu Li
Yang Xiao
Jian Hu
Wim Haegeman
Hanlong Liu
A1
Artikel in een tijdschrift
in
ACTA GEOTECHNICA
2023
2022
Small-strain shear modulus of calcareous sand under anisotropic consolidation
Jinquan Shi
Yang Xiao
Jian Hu
Huanran Wu
Hanlong Liu
Wim Haegeman
A1
Artikel in een tijdschrift
in
CANADIAN GEOTECHNICAL JOURNAL
2022
2021
Anisotropic small-strain stiffness of calcareous sand affected by sample preparation, particle characteristic and gradation
Jinquan Shi
Wim Haegeman
Veerle Cnudde
A1
Artikel in een tijdschrift
in
GEOTECHNIQUE
2021
Investigation on the mechanical properties of a calcareous sand : the role of the initial fabric
Jinquan Shi
Wim Haegeman
Joren Andries
A1
Artikel in een tijdschrift
in
MARINE GEORESOURCES & GEOTECHNOLOGY
2021
Predicting the small strain stiffness of a calcareous sand considering sample preparation method and stress path
Jinquan Shi
Wim Haegeman
C1
Conferentie
2021
X-ray analysis on the effect of sample preparation on the microstructure of calcareous sands
Jinquan Shi
Wim Haegeman
Arjen Mascini
Veerle Cnudde
A1
Artikel in een tijdschrift
in
MARINE GEORESOURCES & GEOTECHNOLOGY
2021
2020
Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand
Jinquan Shi
Wim Haegeman
Tao Xu
A1
Artikel in een tijdschrift
in
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
2020
Mechanical properties of calcareous sand : the role of initial fabric, particle characteristics and gradation
Jinquan Shi
Wim Haegeman
Proefschrift
2020
2019
Effect of sample preparation method on the small strain anisotropic stiffness of calcareous sands
Jinquan Shi
Wim Haegeman
C1
Conferentie
2019
2018
Design, use, and interpretation of an instrumented flat dilatometer test
Hao Shen
Wim Haegeman
Herman Peiffer
A1
Artikel in een tijdschrift
in
GEOTECHNICAL TESTING JOURNAL
2018
Effects of particle characteristics on the behavior of calcareous sand
Huu Pham
Wim Haegeman
Peter Omer Van Impe
Proefschrift
2018
The use of the DMT for the evaluation of changes in stress state in overconsolidated clay in geotechnical applications
Herman Peiffer
Benny Malengier
Wim Haegeman
Hao Shen
A1
Artikel in een tijdschrift
in
GEOTECHNICAL TESTING JOURNAL
2018
2017
3D particle shape of calcareous sand conducted by X-Ray computed tomography
Huu Pham
Peter Van Impe
William Van Impe
Patrick Mengé
Veerle Cnudde
Wim Haegeman
C1
Conferentie
2017
Design, use, and interpretation of an instrumented dilatometer test
Hao Shen
Wim Haegeman
Herman Peiffer
Proefschrift
2017
Effects of particle characteristics on the shear strength of calcareous sand
Huu Pham
Peter Van Impe
William Van Impe
Patrick Mengé
Veerle Cnudde
Wim Haegeman
A1
Artikel in een tijdschrift
in
ACTA GEOTECHNICA SLOVENICA
2017
Shear and interface shear strengths of calcareous sand
Huu Pham
Peter Van Impe
William Van Impe
Patrick Mengé
Wim Haegeman
C1
Conferentie
2017
Shear and interface strength of calcareous sand
Ha Giang Pham
Peter Van Impe
William, F. Van Impe
Patrick Mengé
Wim Haegeman
C1
Conferentie
2017
Small-strain shear modulus of calcareous sand and its dependence on particle characteristics and gradation
Huu Pham
Peter Van Impe
William Van Impe
Patrick Mengé
Wim Haegeman
A1
Artikel in een tijdschrift
in
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
2017
Use of a metal 3D printed and instrumented dilatometer
Hao Shen
Wim Haegeman
Herman Peiffer
C1
Conferentie
2017
2016
3D printing of an instrumented DMT: design, development and initial testing
Hao Shen
Wim Haegeman
Herman Peiffer
A1
Artikel in een tijdschrift
in
GEOTECHNICAL TESTING JOURNAL
2016
Experimental study on the effects of rainwater infiltration and cyclic loading on unsaturated silica sand
Huu Pham
Uchimura Taro
Lam Le Gia
Wim Haegeman
A2
Artikel in een tijdschrift
in
LOWLAND TECHNOLOGY INTERNATIONAL
2016
Interpretation of the instrumented DMT (iDMT) : a more accurate estimation of p_0
Hao Shen
Wim Haegeman
Herman Peiffer
C1
Conferentie
2016
Response of unsaturated soil to cyclic loading and rainwater infiltration
Huu Pham
Uchimura Taro
Wim Haegeman
C1
Conferentie
2016
2015
Dynamic behavior of silica sand under repeated cyclic loading
Jelle Benoot
Wim Haegeman
Stijn François
Geert Degrande
C1
Conferentie
2015
Effects of grain size distribution on the initial strain shear modulus of calcareous sand
Huu Pham
PO Van Impe
William Van Impe
P Mengé
Wim Haegeman
C1
Conferentie
2015
Instrumented DMT: review and analysis
Hao Shen
Wim Haegeman
Herman Peiffer
C1
Conferentie
2015
One-dimensional compression of a crushable sand in dry and wet conditions
Laure Wils
Peter Van Impe
Wim Haegeman
P1
Conferentie
2015
Triaxial compression tests on a crushable sand in dry and wet conditions
L Wils
Wim Haegeman
PO Van Impe
C1
Conferentie
2015
2014
Experimental study of strain accumulation of silica sand in a cyclic triaxial test
Jelle Benoot
Geert Degrande
Wim Haegeman
C1
Conferentie
2014
Liquefaction assessment of crushable sands by shear wave velocity measurements
Huu Pham
Peter Van Impe
William Van Impe
Patrick Mengé
Wim Haegeman
C3
Conferentie
2014
2013
Laboratory testing issues related to crushable sands
Laure Wils
William Van Impe
Wim Haegeman
Peter Van Impe
C1
Conferentie
2013
2011
Determination of the material damping ratio in the soil from SASW test using the half-power bandwidth method and the Arias intensity
SA Badsar
M Schevenels
Wim Haegeman
G Degrande
C1
Conferentie
2011
2010
A numerical model for foundation settlements due to deformation accumulation in granular soils under repeated small amplitude dynamic loading
Stijn François
Christian Karg
Wim Haegeman
Geert Degrande
A1
Artikel in een tijdschrift
in
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
2010
Determination of the damping ratio in the soil from SASW test using the half-power bandwidth method and Arias intensity
SA Badsar
M Schevenels
Wim Haegeman
G Degrande
C1
Conferentie
2010
Determination of the material damping ratio in the soil from SASW tests using the half-power bandwidth method
SA Badsar
M Schevenels
Wim Haegeman
G Degrande
A1
Artikel in een tijdschrift
in
GEOPHYSICAL JOURNAL INTERNATIONAL
2010
Elasto-plastic long-term behavior of granular soils : modelling and experimental validation
Christian Karg
Stijn François
Wim Haegeman
Geert Degrande
A1
Artikel in een tijdschrift
in
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
2010
Modelling of strain accumulation in non-cohesive soils due to multiaxial dynamic loading
S François
Wim Haegeman
G Degrande
C3
Conferentie
2010
2009
Elasto-plastic long-term behavior of granular soils: experimental investigation
Christian Karg
Wim Haegeman
A1
Artikel in een tijdschrift
in
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
2009
Modeling strain accumulation under dynamic impacts: theory and practice
Christian Karg
Wim Haegeman
C1
Conferentie
2009
Stiffness anisotropy of Boom clay
Keeratikan Piriyakul
Wim Haegeman
C1
Conferentie
2009
2008
An example of multidisciplinary project-based education in the first phase of the bachelor in industrial sciences: the scientific project
Annika Janssens
Ronald Rousseau
Pol Coudeville
Luc Scherpereel
Patrick Vandegehuchte
Luc Vanden Abeele
Jacques Vanderhaeghen
Wim Haegeman
A4
Artikel in een tijdschrift
in
HIGHER EDUCATION RESEARCH AND EVALUATION
2008
Anisotropic shear wave velocity of an overconsolidated Boom Clay
Keeratikan Piriyakul
Wim Haegeman
C3
Conferentie
2008
Determination of the material damping ratio with the Bender element test
Lutz Karl
Wim Haegeman
Geert Degrande
David Dooms
A1
Artikel in een tijdschrift
in
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
2008
Modelling of Strain Accumulation Due to Low Level Vibrations in Granular Soils
Christian Karg
Wim Haegeman
Proefschrift
2008
Strain accumulation in non-cohesive granular soils: theoretical and experimental considerations
Christian Karg
Wim Haegeman
C3
Conferentie
2008
2007
Strain accumulation caused by low level vibrations
Christian Karg
Wim Haegeman
C1
Conferentie
2007
Void ratio function for elastic shear moduli for Boom Clay
Keeratikan Piriyakul
Wim Haegeman
A1
Artikel in een tijdschrift
in
GEOTECHNIQUE
2007
2006
Determination of the material damping ratio and the shear wave velocity with the seismic cone penetration test
Lutz Karl
Wim Haegeman
Geert Degrande
A1
Artikel in een tijdschrift
in
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
2006
2005
Advanced cyclic triaxial and bender element testing
Christian Karg
Wim Haegeman
C1
Conferentie
2005
Anisotropic stiffness parameters for cross anisotropy of Kaolinite clay
K PIRLYAKUL
Wim Haegeman
P1
Conferentie
2005
Automated K-0 consolidation in stress path cell
K PIRLYAKUL
Wim Haegeman
P1
Conferentie
2005
Geological characteristics and geotechnical properties of Eocene and Quaternary deposits on the Belgian continental shelf: synthesis in the context of offshore wind farming
Sophie Le Bot
Vera Van Lancker
Samuel Deleu
Marc De Batist
Jean Henriet
Wim Haegeman
A1
Artikel in een tijdschrift
in
NETHERLANDS JOURNAL OF GEOSCIENCES-GEOLOGIE EN MIJNBOUW
2005
Measurement of anisotropic shear wave propagation by ender elements in overconsolidated clay
Keeratikan Piriyakul
Wim Haegeman
C1
Conferentie
2005
Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, September 12-15, 2005
Keeratikan Piriyakul
Wim Haegeman
C1
Conferentie
2005
2004
An experimental validation of a numerical model for railway induced vibrations at different levels
G LOMBAERT
G DEGRANDE
S FRANÇOIS
J KOGUT
Wim Haegeman
C1
Conferentie
2004
Anisotropic small strain stiffness of reconstituted Boom clay
Keeratikan Piriyakul
Wim Haegeman
C1
Conferentie
2004
Anisotropic small strain stiffness of reconstituted Kaolinite caly
Keeratikan Piriyakul
Wim Haegeman
C1
Conferentie
2004
Determination of Shear Modulus Using Piezoelectric Transducers
Keeratikan Piriyakul
Wim Haegeman
A4
Artikel in een tijdschrift
in
Ee-pub Online
2004
Field and laboratory tests for shear wave velocity measurements on overconsolidated Boom clay
Keeratikan Piriyakul
Wim Haegeman
C1
Conferentie
2004
Field and laboratory tests for shear wave velocity measurements on overconsolidated boom clay
Keeratikan Piriyakul
Wim Haegeman
P1
Conferentie
2004
In situ measurement of material damping with seismic cone penetration test
Lutz Karl
Wim Haegeman
G DEGRANDE
P1
Conferentie
2004
In situ measurement of material damping with seismic cone penetration test
Lutz Karl
Wim Haegeman
G DEGRANDE
C1
Conferentie
2004
Measurements and Numerical Prediction of High Speed Train Vibrations
J KOGUT
G DEGRANDE
G LOMBAERT
L PYL
Wim Haegeman
Lutz Karl
C1
Conferentie
2004
New de-coupled shear wave source for the SCPT test
L AREAIS
Wim Haegeman
William Van Impe
C1
Conferentie
2004
New de-coupled shear wave source for the SCPT test
Lucinio da Costa Areias
Wim Haegeman
W VAN IMPE
P1
Conferentie
2004
2003
High speed train induced vibrations: in situ measurements and numerical modelling
J KOGUT
G LOMBAERT
S FRANÇOIS
G DEGRANDE
Wim Haegeman
Lutz Karl
C1
Conferentie
2003
Measurement of material damping with bender elements in triaxial cell
Lutz Karl
Wim Haegeman
L PYL
G DEGRANDE
P1
Conferentie
2003
Measurement of material damping with seismic cone penetration test and bender elements in triaxiall cell
Lutz Karl
Wim Haegeman
A4
Artikel in een tijdschrift
in
Innovatieforum, Ingenieurshuis KVIV, Antwerpen, 15 oktober 2003
2003
2002
A case study on safe sheet pile driving with vibration monitoring
Wim Haegeman
C1
Conferentie
2002
Building response measurements as a validation tool for a numerical prediction model for traffic induced vibrations in buildings.
L PYL
G DEGRANDE
G LOMBAERT
Wim Haegeman
C1
Conferentie
2002
Evaluation of a preloading consolidation: a case study.
Wim Haegeman
A BAERTSOEN
A2
Artikel in een tijdschrift
in
Ground Improvement
2002
In situ assessment of stiffness of a road sand embankment.
Wim Haegeman
C1
Conferentie
2002
Pavement design considerations for container terminal areas: A case study.
Peter Herman
Wim Haegeman
Wouter De Corte
Etienne De Winne
C1
Conferentie
2002
Speciale geotechnische terrein- en laboproeven
Wim Haegeman
C1
Conferentie
2002
Strength and consolidation characteristics of underwater vacuum consolidated dredged silt.
Wim Haegeman
P DE SCHRIJVER
J VAN MIEGHEM
C1
Conferentie
2002
2001
In situ and laboratory shear wave velocity measurements of the Boom clay
Wim Haegeman
P MENGE
P1
Conferentie
2001
In situ and laboratory shear wave velocity measurements of the Boom clay.
Wim Haegeman
Patrick Mengé
C1
Conferentie
2001
2000
Geotechnical Engineering Education and Training in Belgium: National Report
Wim Haegeman
C1
Conferentie
2000
Geotechnical engineering education and training in Belgium
Wim Haegeman
P1
Conferentie
2000
Laboratory Measured Hydraulic Conductivity of Mineral Barrier Materials Compared with Acceptance Standards
Wim Haegeman
C1
Conferentie
2000
1999
Evaluation of a reinforced concrete road using surface stress waves.
Wim Haegeman
E DE WINNE
C1
Conferentie
1999
Filtration performance testing of geotextiles for vacuum consolidation drains.
Wim Haegeman
William Van Impe
A1
Artikel in een tijdschrift
in
GEOSYNTHETICS INTERNATIONAL
1999
Nondestructively delineating changes in modulus profiles of road constructions.
Wim Haegeman
William Van Impe
C1
Conferentie
1999
The measurement of small strain stiffness of tertiary sands and clays with bender element tests in the triaxial apparatus.
Wim Haegeman
C1
Conferentie
1999
Variation of shear wave energy with coupling stress in the SCPT method.
Lucinio da Costa Areias
William Van Impe
Wim Haegeman
A2
Artikel in een tijdschrift
in
EUROPEAN JOURNAL OF ENVIRONMENTAL AND ENGINEERING GEOPHYSICS
1999
1998
Engineering properties of a disposal of dredged sludge covered by cinders
Wim Haegeman
P1
Conferentie
1998
Evaluation of the consolidation progress of a slurry by the SASW test. Ground Improvement, 1998, Vol. 1, 75-79.
Wim Haegeman
William Van Impe
[0-9]{2}
1998
Experiences with CFA pile type under an existing building
William Van Impe
P VAN IMPE
K VERSTRAETEN
P1
Conferentie
1998
Load-settlement behaviour versus distinctive Omega-pile execution parameters
William Van Impe
P VAN IMPE
C VIGGIANI
G RUSSO
M BOTTIAU
P1
Conferentie
1998
SASW control of a vacuum consolidation on a sludge disposal
Wim Haegeman
W VAN IMPE
P1
Conferentie
1998
Soil parameters relevant to screw pile research testing at Feluy test site
Herman Peiffer
William Van Impe
PO VAN IMPE
Wim Haegeman
P1
Conferentie
1998
Spectraalanalyse bepaalt elasticiteitsmoduli van wegverhardingen
Wim Haegeman
William Van Impe
Etienne De Winne
A4
Artikel in een tijdschrift
in
WEGEN
1998
Spectrale analyse van oppervlaktegolven ter bepaling van de elasticiteitsmoduli van wegverhardingen
Wim Haegeman
William Van Impe
Etienne De Winne
A4
Artikel in een tijdschrift
in
INFRASTRUCTUUR IN HET LEEFMILIEU
1998
1997
De vervormingsparameters van gronden uit de CRS- en bender element proeven. Voordracht Innovatieforum Antwerpen, 28 oktober 1997, 12 pag., 8 figg.
Wim Haegeman
[0-9]{2}
1997
Road-deformation moduli determined by the SASW method
Wim Haegeman
P1
Conferentie
1997
The prediction of settlement profiles due to tunnelling, Comparison between experimental and calculation results EC'97, Strassbourg, 22-23 May 1997, 12 pag., 10 fig., 1 tab.
Wim Haegeman
[0-9]{2}
1997
Vervormingen van het grondoppervlak bij ondergrondse werken.
P De Schrijver
Wim Haegeman
[0-9]{2}
1997
1996
De vervormingsparameters van oppervlaktegolven uit Sasw proeven. Voordracht studiedag KVIV 'Geofysische grondonderkenning', 25 april 1996, 20 p., 21 figg., 3 tabb.
Wim Haegeman
[0-9]{2}
1996
Direct simple shear tests on reconstituted boom clay
A BOUAZZA
William Van Impe
Wim Haegeman
C1
Conferentie
1996
Evaluation of soil improvement techniques by the sasw method.
Anne De Weert
Wim Haegeman
William Van Impe
[0-9]{2}
1996
Some mechanical properties of reconstituted boom clay
A BOUAZZA
William Van Impe
Wim Haegeman
A2
Artikel in een tijdschrift
in
International Journal of Geotechnical and Geology Engineering
1996
Spectrale analyse van oppervlaktegolven ter onderkenning van dynamische stijfheidskarakteristieken van gelaagde media
Wim Haegeman
W.F. Van Impe
Proefschrift
1996
Voordracht Studiedag 'Ondergronds bouwen', KTVI, Antwerpen, 11 december 1996, 23 p., 17 figg., 1 tab.
P De Schrijver
Wim Haegeman
[0-9]{2}
1996
1995
Quality control of dynamic compaction in municipal solid waste fills.
A Bouazza
William Van Impe
Wim Haegeman
[0-9]{2}
1995
Voortplanting van trillingsgolven en bepaling van dynamische grondkarak- teristieken. Voordracht studiedag WTCB, 'Trillingshinder t.g.v. heiwerkzaamheden', 19 oktober 1995, 15 pag., 24 figg., 3 tabb.
Wim Haegeman
[0-9]{2}
1995
1992
More reliable soil liquefaction characterisation and soil deformation behaviour by spectral analysis of surface waves. Weiterbildungs-verantaltung zum Thema 'Qualitätssicherung in Grund- und Spczialtiebau', Hannover, 9-10 November 1992, p. 9, 5 figg.
William Van Impe
Wim Haegeman
[0-9]{2}
1992
Technologische ontwikkelingen aan het laboratorium voor grondmechanica van de Universiteit Gent
Peter Van Impe
Wim Haegeman
Nieuwsartikel
1992
1991
Considerations on the effects of installation on the displacement auger pile capacity
William Van Impe
Herman Peiffer
Wim Haegeman
C1
Conferentie
1991
10th Young Geotechnical Engineers' Conference, Izmir, Turkey, 21-25 October, 1996, 6 p., 5 figg., 1 tab.
Anne De Weert
Wim Haegeman
William Van Impe
C1
Conferentie
Characterization of disposal sites from surface wave measurements.
Wim Haegeman
William Van Impe
A2
Artikel in een tijdschrift
in
Journal Environmental Engineering Geophysics 4(March) : 27-33. (1999)
Engineering properties of a disposal of dredged sludge covered by cinders. 3rd International congress on Environmental Geotechnics, Lisboa, Portugal, 7-11 September 1998, Vol. 1, 331-336.
Wim Haegeman
C1
Conferentie
Evalution of heavy tamping compaction of a waste disposal by the SASW method. First International Congress on Environmental Geotechnics. Edmonton, Canada, 10-15 July, 1994, 12 p., 7 figg., 1 tab.
William Van Impe
Wim Haegeman
Karen Dhuyvetter
C1
Conferentie
Non-Destructive Evaluation of a Road Construction by the S AS W-Method. Xth Danubean European Conference on Soil Mechanics and Foundation Engineering, Constanta, Romania, 12-15 September, 1995, 8 pg., 7 figg.
Wim Haegeman
C1
Conferentie
Non-destructive evaluation of a reinforced concrete road by the SASW method. Proc. 8th International Symposium on Concrete Roads, AIPCR, Lissabon, Sept. 1998, pp.17-22.
Wim Haegeman
Etienne De Winne
C1
Conferentie
Performance in filtration tests of drains for vacuum-consolidation.
Wim Haegeman
William Van Impe
A2
Artikel in een tijdschrift
in
Journal Geosynthetic International
Post-failure analysis of earth retaining wall. XI Danube European Conference, Porec, Croatia, 25-29 May, 1998. 175-182.
Lucinio da Costa Areias
Wim Haegeman
William Van Impe
P VAN CALSTER
C1
Conferentie
Road-deformation moduli determined by the SASW method. 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, 6-12 September, 1997, 4 pag., 8 figg.
Wim Haegeman
C1
Conferentie
SASW control of a vacuum consolidation on a sludge disposal. 1st International Conference on Site Characterisation, Atlanta, Georgia, 19-22 April 1998,473-478.
Wim Haegeman
William Van Impe
C1
Conferentie
Second International Congress on Environmental Geotechnics, IS Osaka 96. 5-8 November 1996, Japan, 6 pag. 5 figg., 1 tab.
A BOUAZZA
William Van Impe
Wim Haegeman
C1
Conferentie
Stiffness parameters for soils - SASW experiences. 3rd Geotechnical Engineering Conference, Cairo, 5-8 January, 1997, 24 pag., 12 figg., 1 tab.
Wim Haegeman
William Van Impe
C1
Conferentie