Research Explorer

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Onderzoeker

Peter Van Impe

Prijzen & Erkenningen

30 Resultaten

2015

One-dimensional compression of a crushable sand in dry and wet conditions

Laure WilsPeter Van ImpeWim Haegeman

2014

Liquefaction assessment of crushable sands by shear wave velocity measurements

Huu Ha Giang PhamPeter Van ImpeWilliam Van ImpePatrick MengéWim Haegeman

2013

Laboratory testing issues related to crushable sands

Laure WilsWilliam Van ImpeWim HaegemanPeter Van Impe

2009

Determination of consolidation parameters of dredging and industrial waste sludge

Peter Van ImpeLuca BarbettiWilliam Van Impe

2008

Deep Foundations on Bored and Auger Piles

Geotechnical engineering issues related to the Messina Strait Crossing

G FiammenghiM JamiolkowskiWilliam Van Impe

Hydraulic Conductivity Performance of a Dense Prehydrated GCL Overlap

Gemmina Di EmidioF MAZZIERIPeter Van ImpeWilliam Van Impe

Hydraulic Conductivity, Free Swell and Swelling Pressure of a Dense PreHydrated GCL (DPH GCL)

Gemmina Di EmidioWilliam Van ImpePeter Van ImpeF MAZZIERI

The DMT as tool for the monitoring of the effect of pile installation on the stress state in the soil

2006

Alternative landfill covers with unconventional materials

Gemmina Di EmidioPeter Van Impe

2005

Chemico-osmotic behaviour of modified 'Multiswellable' bentonite

F MazzieriPeter Van ImpeGemmina Di Emidio

Deep mixing research results in under water conditions

William Van ImpeRamiro Verastegui FloresPeter Van ImpePatrick MengéM VAN DEN BROECK

Impact of osmotic efficiency on contaminant transport parameters

Peter Van ImpeWilliam Van ImpeF MAZZIERI

2004

Laboratory procedures to evaluate the efficiency of the Permeable Reactive Barriers (PRB)

E FRATALOCCHIE PASQUALINIA TAZIOLIGemmina Di EmidioPeter Van Impe

Laboratory procedures to evaluate the efficiency of the permeable reactive barriers

E FRATALOCCHIE PASQUALINIA TAZIOLIG DI EMIDIOPeter Van Impe

2003

Coupled flow model for three-ion advective-diffusive-reactive transport in consolidating clay liners

Peter Van ImpeWilliam Van ImpeF MAZZIERIDenis Constales

Measurements of chemico-osmotic parameters of clayey soils

F MAZZIERIPeter Van ImpeWilliam Van ImpeDenis Constales

2002

A simulation model for consolidation and contaminant coupled flows in clay layers.

Peter Van ImpeFrancesco MazzieriWilliam Van ImpeDenis Constales

A simulation model for coupled consolidation and contaminant migration with osmotic effects.

Denis ConstalesFrancesco MazzieriPeter Van Impe

Effect of consolidation on contaminant transport parameters of compacted clays.

Denis ConstalesFrancesco MazzieriPeter Van Impe

Modelling Chemico-osmotic Phenomena induced by Pollutant Migration in Clayey Barriers.

Denis ConstalesFrancesco MazzieriPeter Van Impe

Underwater sediments for the design of an embankment.

William Van ImpeRamiro Verastegui FloresPeter Van Impe

2001

Preparation procedure influence on properties of compacted clay specimens

Francesco MazzieriWilliam Van ImpePeter Van Impe

Underwater vacuum consolidation of dredged silt - A case history

William Van ImpeJ VAN MIEGEMS VAN DYCKEPeter Van Impe

2000

Evaluation of the Soft Soil Improvement Technique on a Sludge Deposit in Antwerp

William Van ImpeHerman PeifferPeter Van ImpeH DE VLIEGERK VAN CRAENBROECK

Foundation Piers of the El Ferdan Bridge over the Suez Canal

William Van ImpeLuc MaertensPeter Van Impe

1999

Mechanical properties of MSW and considerations on consolidation of dredged material

William Van ImpePeter Van Impe

Pile group behaviour prediction at El Ferdan-Egypt.

William Van ImpeLuc MaertensPeter Van Impe

1992

Technologische ontwikkelingen aan het laboratorium voor grondmechanica van de Universiteit Gent

Peter Van ImpeWim Haegeman

Load testing at Feluy test site: introducing the Omega B+ pile. 3rd International Geotechnical Seminar: Deep Foundations on Bored and Auger Piles, Ghent, October 19-21, 1998, 187-199.

M BOTTIAUI MEYUSPeter Van ImpeG RUSSO