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: 10.4121/0a16b68a-6b4d-4682-9fbb-a4663452b250

Bolognin, Marco (2025): Pore pressure and accelerometer raw data from Maasmechelen experiment. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/0a16b68a-6b4d-4682-9fbb-a4663452b250.v1

Categories

• Civil Engineering
• Engineering

Keywords

experiment flowslide sand slope

Geolocation

view on openstreetmap

Time coverage

21/08/2019

Licence

CC BY 4.0

Interoperability

• RO-Crate Metadata

Collection

• Sand slope failures: experimental and numerical advance

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by Marco Bolognin

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 of the PhD thesis: 'Sand slope failures: experimental and numerical advances' is here recorded by the porepressure and accelerometer sensors 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

dat

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