Time lapse of Maasmechelen 2nd slope failure

DOI:10.4121/8871faa7-c87f-4674-84ff-3cb9d9a70e2e.v1
The DOI displayed above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future. For a link that will always point to the latest version, please use
DOI: 10.4121/8871faa7-c87f-4674-84ff-3cb9d9a70e2e

Datacite citation style

Bolognin, Marco (2025): Time lapse of Maasmechelen 2nd slope failure. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/8871faa7-c87f-4674-84ff-3cb9d9a70e2e.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite

Dataset

Delft University of Technology logo

Geolocation

Maasmechelen, BE
lat (N): 50.991888
lon (E): 5.614336
view on openstreetmap

Time coverage

21/08/2019

Licence

CC BY 4.0

Interoperability

During a set of experiments for monitoring flowslides, a submerged slope failure was triggered by undercutting the slope toe with a suction dredger. The slide described in chapter 6.5.2 of the PhD thesis: 'Sand slope failures: experimental and numerical advances' is here recorded by the time lapse camera descripted in chapter 6.2.3. Details of the experimental protocol can be found in Chapter 6.3.

History

  • 2025-09-19 first online, published, posted

Publisher

4TU.ResearchData

Format

avi

Funding

  • MPM-Flow Project: Understanding flow slides in flood defences (grant code 13889) NWO. additional support by Deltares, Reijkwaterstraat, Van Oord, Boskalis, FloodControl Ijkdijk, Sibelco.

Organizations

TU Delft, Faculty of Civil Engineering and Geosciences, Department of Hydraulic Engineering, Hydraulic Structures and Flood Risk

DATA

Files (2)