em. prof. dr. ir. William Van Impe

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The advanced p-y method for analyzing the behavior of large-diameter monopiles supporting offshore wind turbines

William Van Impe (UGent) and Shin-Tower Wang

(2021) GEOTECNIA (CIUDAD DE MÉXICO). p.24-28
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- C1
- open access
The advanced p-y method for analyzing the behavior of large-diameter monopiles supporting offshore wind turbines

William Van Impe (UGent) and Shin-Tower Wang

(2020) 2nd International Conference on Energy Geotechnics (ICEGT 2020), Proceedings. In E3S Web of Conferences 205.
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- Conference Paper
- P1
Considerations on the stiffness of sensitive soft soils

Lamia Touiti and William Van Impe (UGent)

(2018) SOIL TESTING, SOIL STABILITY AND GROUND IMPROVEMENT. In Sustainable Civil Infrastructures p.20-37
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- C1
Shear and interface shear strengths of calcareous sand

Huu Ha Giang Pham (UGent) , Peter Van Impe, William Van Impe (UGent) , Patrick Mengé and Wim Haegeman (UGent)

(2017) Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering. p.389-392
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Effects of particle characteristics on the shear strength of calcareous sand

Huu Ha Giang Pham (UGent) , Peter Van Impe, William Van Impe (UGent) , Patrick Mengé, Veerle Cnudde (UGent) and Wim Haegeman (UGent)

(2017) ACTA GEOTECHNICA SLOVENICA. 14(2). p.76-89
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3D particle shape of calcareous sand conducted by X-Ray computed tomography

Huu Ha Giang Pham (UGent) , Peter Van Impe, William Van Impe (UGent) , Patrick Mengé, Veerle Cnudde (UGent) and Wim Haegeman (UGent)

(2017) The 2nd World Congress on Civil, Structural, and Environmental Engineering (CSEE’17).
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- Journal Article
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Small-strain shear modulus of calcareous sand and its dependence on particle characteristics and gradation

Huu Ha Giang Pham (UGent) , Peter Van Impe, William Van Impe (UGent) , Patrick Mengé and Wim Haegeman (UGent)

(2017) SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. 100. p.371-379
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Some fundamental issues and examples of geo-engineering challenges caused by crushable sands

William Van Impe (UGent)

(2016) INDIAN GEOTECHNICAL JOURNAL. 46(4). p.335-353
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Load-settlement behaviour of three pile groups: a case study

PO Van Impe, William Van Impe (UGent) , Alice Manzotti (UGent) and L Seminck

(2015) XVI ECSMGE Geotechnical engineering for infrastructure and development, Proceedings. p.1217-1222
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Compaction control and related stress-strain behaviour of off-shore land reclamations with calcareous sands

PO Van Impe, William Van Impe (UGent) , Alice Manzotti, P Mengé, M Van den Broeck and K Vinck

(2015) SOILS AND FOUNDATIONS. 55(6). p.1474-1486
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Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners

Gemmina Di Emidio (UGent) , Francesco Mazzieri, Ramiro Verastegui Flores (UGent) , William Van Impe (UGent) and Adam Bezuijen (UGent)

(2015) GEOSYNTHETICS INTERNATIONAL. 22(1). p.125-137
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- Conference Paper
- C3
Liquefaction assessment of crushable sands by shear wave velocity measurements

Huu Ha Giang Pham (UGent) , Peter Van Impe (UGent) , William Van Impe (UGent) , Patrick Mengé and Wim Haegeman (UGent)

(2014) 15th FEA Research Symposium.
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- Journal Article
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Discussion of an instrumented screw pile load test and connected pile group load settlement behavior

PO Van Impe, William Van Impe (UGent) and L Seminck

(2013) JOURNAL OF GEO-ENGINEERING SCIENCES. 1. p.13-36
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Laboratory testing issues related to crushable sands

Laure Wils (UGent) , William Van Impe (UGent) , Wim Haegeman (UGent) and Peter Van Impe (UGent)

(2013) Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering. 1. p.275-278
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Recent development of treated clays for geosynthetic clay liners and barriers systems

Gemmina Di Emidio (UGent) , Ramiro Verastegui Flores (UGent) , William Van Impe (UGent) , Adam Bezuijen (UGent) and Fr Mazzieri

(2012) 5th European Geosynthetics Congress, Proceedings. 2. p.1354-1358
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Advances in geosynthetic clay liners: polymer enhanced clays

Gemmina Di Emidio (UGent) , William Van Impe (UGent) and Ramiro Verastegui Flores (UGent)

(2011) Geotechnical Special Publication. 211. p.1931-1940
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A polymer enhanced clay for impermeable geosynthetic clay liners

Gemmina Di Emidio (UGent) , William Van Impe (UGent) and Francesco Mazzieri

(2010) Environmental geotechnics for sustainable development : proceedings of the 6th international congress on environmental geotechnics. 2. p.964-967
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- A1
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Small-strain shear modulus and strength increase of cement-treated clay

Ramiro Verastegui Flores (UGent) , Gemmina Di Emidio (UGent) and William Van Impe (UGent)

(2010) GEOTECHNICAL TESTING JOURNAL. 33(1). p.62-71
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- Conference Paper
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Tunis soft soil sensitivity

Lamia Touiti, Mounir Bouassida and William Van Impe (UGent)

(2010) 17th Southeast Asian geotechnical conference, Proceedings. 1. p.33-36
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Determination of consolidation parameters of dredging and industrial waste sludge

Peter Van Impe (UGent) , Luca Barbetti (UGent) and William Van Impe (UGent)

(2009) Proceedings of the 17th International conference on Soil Mechanics and Geotechnical Engineering : the academia and practice of geotechnical engineering. p.261-263

Academic Bibliography

em. prof. dr. ir. William Van Impe

The advanced p-y method for analyzing the behavior of large-diameter monopiles supporting offshore wind turbines

The advanced p-y method for analyzing the behavior of large-diameter monopiles supporting offshore wind turbines

Considerations on the stiffness of sensitive soft soils

Shear and interface shear strengths of calcareous sand

Effects of particle characteristics on the shear strength of calcareous sand

3D particle shape of calcareous sand conducted by X-Ray computed tomography

Small-strain shear modulus of calcareous sand and its dependence on particle characteristics and gradation

Some fundamental issues and examples of geo-engineering challenges caused by crushable sands

Load-settlement behaviour of three pile groups: a case study

Compaction control and related stress-strain behaviour of off-shore land reclamations with calcareous sands

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

Liquefaction assessment of crushable sands by shear wave velocity measurements

Discussion of an instrumented screw pile load test and connected pile group load settlement behavior

Laboratory testing issues related to crushable sands

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

Advances in geosynthetic clay liners: polymer enhanced clays

A polymer enhanced clay for impermeable geosynthetic clay liners

Small-strain shear modulus and strength increase of cement-treated clay

Tunis soft soil sensitivity

Determination of consolidation parameters of dredging and industrial waste sludge

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