| Failure of a trial embankment on peat in Booneschans, the Netherlands C Zwanenburg, EJ Den Haan, GAM Kruse, AR Koelewijn Géotechnique 62 (6), 479-490, 2012 | 49 | 2012 |
| Experimental and numerical investigations of dyke failures involving soft materials EJ Fern, DA de Lange, C Zwanenburg, JAM Teunissen, A Rohe, K Soga Engineering Geology 219, 130-139, 2017 | 38 | 2017 |
| Laboratory, in situ and full-scale load tests to assess flood embankment stability on peat C Zwanenburg, RJ Jardine Géotechnique 65 (4), 309-326, 2015 | 37 | 2015 |
| Embankment widening with the gap-method ANG Van Meurs, A Van Den Berg, AAM Venmans, CZ Zwanenburg, ... Twelfth European Conference on Soil Mechanics and Geotechnical Engineering …, 1999 | 31 | 1999 |
| The influence of anisotropy on the consolidation behaviour of peat. C Zwanenburg | 29 | 2005 |
| A new soil mechanics approach to quantify and predict land subsidence by peat compression K Koster, G Erkens, C Zwanenburg Geophysical Research Letters 43 (20), 10,792-10,799, 2016 | 26 | 2016 |
| Experimental results on the influence of gas on the mechanical response of peats C Jommi, S Muraro, E Trivellato, C Zwanenburg Géotechnique 69 (9), 753-766, 2019 | 23 | 2019 |
| Piping: Centrifuge experiments on scaling effects and levee stability VM Van Beek, A Bezuijen, C Zwanenburg Physical modelling in geotechnics, 183-189, 2010 | 22 | 2010 |
| Creep of geomaterials–some finding from the EU project CREEP G Grimstad, M Karstunen, HP Jostad, N Sivasithamparam, M Mehli, ... European Journal of Environmental and Civil Engineering 26 (7), 2521-2536, 2022 | 20 | 2022 |
| Evaluation of full scale levee stability tests at booneschans and corresponding centrifuge tests MA Van, C Zwanenburg, AR Koelewijn, H Van Lottum Proceedings of the 17th International Conference on Soil Mechanics and …, 2009 | 18 | 2009 |
| Assessment of the dynamic properties of holocene peat C Zwanenburg, M Konstadinou, P Meijers, M Goudarzy, D König, R Dyvik, ... Journal of Geotechnical and Geoenvironmental Engineering 146 (7), 04020049, 2020 | 12 | 2020 |
| Failure paths for levees M Van, E Rosenbrand, R Tourment, P Smith, C Zwanenburg | 9 | 2022 |
| Lessons learned from dike failures in recent decades C Zwanenburg, NP López-Acosta, R Tourment, A Tarantino, A Pozzato, ... International Journal of Geoengineering Case Histories 4 (3), 203-229, 2018 | 8 | 2018 |
| Technisch rapport macrostabiliteit C Zwanenburg, A Van Duinen, A Rozing Deltares rapport 1204203-007-GEO-0003-gbh voor RWS-WD, 2013 | 8 | 2013 |
| An overlay model for peat JAM Teunissen, C Zwanenburg Creep and Deformation Characteristics in Geomaterials, 71, 2015 | 6 | 2015 |
| Full scale field tests for strength assessment of peat C Zwanenburg, MA Van Proceedings of the 18 th International Conference on Soil Mechanics and …, 2013 | 6 | 2013 |
| Uitdam, the Netherlands: test site for soft fibrous peat C Zwanenburg, G Erkens AIMS Geosci 5 (4), 804-830, 2019 | 5 | 2019 |
| Obtaining fragility curves on levees subjected to flooding NP López Acosta, JR Carillo Tutivén, DF Barba Galdámez, ... Geotechnical Engineering—Foundation of the Future: Proceedings of the XVII …, 2019 | 5 | 2019 |
| Modelling strains of soft soils H Teunissen, C Zwanenburg Procedia Engineering 175, 165-174, 2017 | 5 | 2017 |
| Impact of the Eemdijk full-scale test programme J Breedeveld, C Zwanenburg, M Van, HJ Lengkeek Proceedings of the XVII ECSMGE-2019, Reykjavik, Iceland, 1-6, 2019 | 4 | 2019 |
