prof. dr. ir. Wim Haegeman
- ORCID iD
- 0000-0003-1400-7783
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Small strain stiffness of graded sands with light biocementation
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- Journal Article
- A1
- open access
Calcareous silt earthen construction using biopolymer reinforcement
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- Journal Article
- A1
- open access
Small-strain shear modulus of calcareous sand under anisotropic consolidation
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Predicting the small strain stiffness of a calcareous sand considering sample preparation method and stress path
(2021) Smart and green solutions for civil infrastructures incorporating geological and geotechnical aspects, Proceedings of the 6th GeoChina International Conference on Civil & Transportation Infrastructures, From Engineering to Smart & Green Life Cycle Solutions. In Sustainable civil infrastructures p.70-77 -
Anisotropic small-strain stiffness of calcareous sand affected by sample preparation, particle characteristic and gradation
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Investigation on the mechanical properties of a calcareous sand : the role of the initial fabric
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X-ray analysis on the effect of sample preparation on the microstructure of calcareous sands
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Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand
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Effect of sample preparation method on the small strain anisotropic stiffness of calcareous sands
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The use of the DMT for the evaluation of changes in stress state in overconsolidated clay in geotechnical applications
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- Journal Article
- A1
- open access
Design, use, and interpretation of an instrumented flat dilatometer test
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- Conference Paper
- C1
- open access
Shear and interface strength of calcareous sand
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- Conference Paper
- C1
- open access
Use of a metal 3D printed and instrumented dilatometer
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Shear and interface shear strengths of calcareous sand
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Effects of particle characteristics on the shear strength of calcareous sand
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3D particle shape of calcareous sand conducted by X-Ray computed tomography
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Small-strain shear modulus of calcareous sand and its dependence on particle characteristics and gradation
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- Conference Paper
- C1
- open access
Interpretation of the instrumented DMT (iDMT) : a more accurate estimation of p_0
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Response of unsaturated soil to cyclic loading and rainwater infiltration
(2016) -
Experimental study on the effects of rainwater infiltration and cyclic loading on unsaturated silica sand