prof. dr. ir. Herman Peiffer
Show
Sort by
-
- Book Chapter
- open access
Numerical Investigation of Rainfall Infiltration-Induced Slope Stability Considering Water-Air Two-Phase Flow
-
- Conference Paper
- C1
- open access
Influence of permeability on rainfall infiltration based on water gas two phase flow
-
Modified equation of shear strength with respect to saturation
-
The influence of pore gas pressure and gas permeability on rainfall infiltration
-
- Journal Article
- A1
- open access
Slope stability analysis method of unsaturated soil slopes considering pore gas pressure caused by rainfall infiltration
-
- Book Chapter
- open access
Techniques to evaluate and remediate the slope stability in overconsolidated clay
-
Toepassing van een nieuw last-zakkingsmodel voor open buispalen
-
- Journal Article
- A2
- open access
Stiffening of clay by the use of paper fly ashes
-
- Book Chapter
- open access
Geotechnical analysis of the stability and the seepage for an artificial energy atoll close to the Belgian coast
-
The use of the DMT for the evaluation of changes in stress state in overconsolidated clay in geotechnical applications
-
- Conference Paper
- C3
- open access
Stiffening of Kaolinite clay treated with paper fly ashes
-
- Journal Article
- A1
- open access
Design, use, and interpretation of an instrumented flat dilatometer test
-
Evaluating the effect of fines on hydraulic properties of rammed earth using a bench scale centrifuge
-
- Conference Paper
- C1
- open access
Use of a metal 3D printed and instrumented dilatometer
-
Predicting the settlement behavior of open-ended pipe piles with a large diameter
-
- Conference Paper
- C1
- open access
A comparative analysis of the stability of a slope in an overconsolidated clay pit based on CPT and DMT measurements
-
- Conference Paper
- C1
- open access
Interpretation of the instrumented DMT (iDMT) : a more accurate estimation of p_0
-
One-dimensional model for large-strain consolidation in a bench-scale centrifuge
-
- Conference Paper
- C3
- open access
The use of a DMT (Dilatometer Test) in geotechnical applications (invited lecture UCLouvain)
(2016) -
- Journal Article
- A1
- open access
3D printing of an instrumented DMT: design, development and initial testing
-
- Conference Paper
- C1
- open access
The use of a DMT to monitor the stability of the slopes of a clay exploitation pit in the Boom clay in Belgium
-
- Conference Paper
- C1
- open access
Instrumented DMT: review and analysis
-
- Journal Article
- A1
- open access
Unsaturated permeability and retention curve determination from in-flight weight measurements in a bench-scale centrifuge
-
Inverse determination of saturated and relative permeability with a bench-scale centrifuge
-
Inverse determination of soil characteristics with a bench-scale centrifuge
-
Geotechnische aspecten bij de uitvoering van rioleringswerken
(2012) -
- Conference Paper
- C1
- open access
Bench-scale centrifuge testing to determine the hydraulic conductivity of chayey soils
-
Ontwikkeling van een laboratoriumcentrifuge voor de bepaling van de hydraulische permeabiliteitsfunctie van grond
-
Geëxpandeerde klei als zettingsreducerende maatregel in de civiele techniek
(2010) -
The DMT as tool for the monitoring of the effect of pile installation on the stress state in the soil
-
Influence of pile installation on the stress state in the soil
-
Numerical model for the characterization of soil permeability by a centrifuge
-
The DMT as tool for the monitoring of the effect of pile installation on the stress state in the soil
-
Influence of pile installation on the stress state in the soil
-
Veiligheid in bouwkundige constructies: partim grondmechanica
-
Concept en ontwerp van betonvloeren
(2002) -
Het ontwerp van betonvloeren: een visie vanuit de praktijk
(2000) -
Evaluation of the Soft Soil Improvement Technique on a Sludge Deposit in Antwerp
-
Soil parameters relevant to screw pile research testing at Feluy test site
-
Uitvoering en interpretatie van een akoestisch onderzoek
-
De bepaling van de schuifweerstandskarakteristieken op basis van een gecombineerd DMT/CPT onderzoek
-
Bearing capacity of auger piles
-
Determination of Darcy permeability and retention capacity for two-phase (non-reactive) flow
-
Influence of screw pile installation on the stress state in the soil
-
De DMT-proef: state of the art-analyse uitgebreid tot de beoordeling van de wijzigingen van de spanningen in de grond ten gevolge van de installatie van schroefpalen
-
Interpretatie en aanpassing van de dilatometerproef, uitgebreid tot de beoordeling van de spanningstoestand naast schroefpalen
(1996) 1-2. -
Bepaling van de kleine vervormingsmodulus (binnen het vloeioppervlak) voor onsamenhangende gronden met behulp van de geautomatiseerde dilatometerproef
-
Flow through unsaturated clay barriers
-
Bepaling van de kleine vervormingsmodulus (binnen het vloeioppervlak) voor onsamenhangende gronden met behulp van de geautomatiseerde dilatometerproef. Voordracht KVIV, Antwerpen, 23 oktober
(1996) -
Municipal and industrial waste improvement by heavy tamping
-
Recente (r)evoluties in het in-situ grondonderzoek
(1994) -
Developments in determination of geotechnical parameters
-
DMT-measurements around PCS-piles in Belgium
-
Horizontal soil stresses near a pile shaft during pile installation, measured by DMT
-
Atlas screw piles and tube screw piles in stiff tertiary clays : assessment of pile performance and pile capacity on basis of instrumented loading tests
-
Evaluation of the influence of pile execution parameters on the soil condition around the pile shaft of a PSC-pile
-
Evaluation of pile performance based on soil stress measurements: field-test program
-
Analysis of CFA-pile-behaviour with DMT-results at Geel test site
-
Considerations on the effects of installation on the displacement auger pile capacity
-
Influence of screw pile installation on the stress state in the soil. International Seminar ERTC3, Brussels, 17-18 April 1997, 17 pag., 13 fig., 3 tables.
-
Determination of darcy permeability and retention capacity for two-phase (non-reactive) flow. 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, 6-12 September, 1997, 3 pag., 4 fig.