Mart-Jan Hemel
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Mart-Jan Hemel has a total of 4 co-authors. Here are the top co-authors by number of shared publications:
- Dirk Jan Peters
Haskoning , Amersfoort, The
2 shared publications Mandy Korff
Associate Professor, Faculty of Civil Engineering and Geoscience, Delft Univ. of Technology, Delft, CN 2628, Netherlands
2 shared publicationsDirk Jan Peters
Senior Researcher, Faculty of Civil Engineering and Geoscience, Delft Univ. of Technology, Delft, CN 2628, Netherlands
1 shared publication- Mandy Korff
Delft University of Technology
1 shared publication
Latest Publications
- 1 January 2025
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 151 (1)
Bending Properties and Lateral Resistance of Historic Timber Foundation Piles in Amsterdam, Netherlands
- 1 January 2025
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 151 (1)
Bending Properties and Lateral Resistance of Historic Timber Foundation Piles in Amsterdam, Netherlands
- 1 November 2022
- Published by Emerald Publishing in Proceedings of the Institution of Civil Engineers - Forensic Engineering
- Vol. 175 (4) , 96-105
Collapse of the Grimburgwal, a historic quay in Amsterdam, the Netherlands
A quay wall directly next to a building, both dating from around 1870, collapsed along the Grimburgwal in Amsterdam, the Netherlands, on 1 September 2020. The historic quay wall consisted of a masonry wall, built of a timber deck supported by several rows of timber piles of about 12 m long. As over 200 km of such quays exists in Amsterdam and streets are usually very busy, the collapse triggered the question of the safety of the remaining quay walls in the city. A forensic investigation was carried out to determine the failure mechanisms and factors that contributed to the collapse. The investigation aimed to learn from this event and to prevent similar failures in the future. The main failure mechanisms and contributing factors were identified and confirmed using an integrated model of the quay, which is both simple and robust. The model was used to perform a sensitivity study taking all relevant uncertain factors into account. This work provided valuable insight into the main collapse mechanisms of the wall. Based on the results of this forensic study, it is possible to assess other historic quays.
- 1 November 2022
- Published by Emerald Publishing in Proceedings of the Institution of Civil Engineers - Forensic Engineering
- Vol. 175 (4) , 96-105
Collapse of the Grimburgwal, a historic quay in Amsterdam, the Netherlands
A quay wall directly next to a building, both dating from around 1870, collapsed along the Grimburgwal in Amsterdam, the Netherlands, on 1 September 2020. The historic quay wall consisted of a masonry wall, built of a timber deck supported by several rows of timber piles of about 12 m long. As over 200 km of such quays exists in Amsterdam and streets are usually very busy, the collapse triggered the question of the safety of the remaining quay walls in the city. A forensic investigation was carried out to determine the failure mechanisms and factors that contributed to the collapse. The investigation aimed to learn from this event and to prevent similar failures in the future. The main failure mechanisms and contributing factors were identified and confirmed using an integrated model of the quay, which is both simple and robust. The model was used to perform a sensitivity study taking all relevant uncertain factors into account. This work provided valuable insight into the main collapse mechanisms of the wall. Based on the results of this forensic study, it is possible to assess other historic quays.
- Open Access
- 27 April 2022
- Published by Elsevier in Marine Structures
- Vol. 84
Analytical model for laterally loaded pile groups in layered sloping soil
- 27 April 2022
- Published by Elsevier in Marine Structures
- Vol. 84
Open AccessAnalytical model for laterally loaded pile groups in layered sloping soil