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  4. Towards the numerical modelling of the adhesion between plane steel surfaces and fine-grained soils
 
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Towards the numerical modelling of the adhesion between plane steel surfaces and fine-grained soils

Citation Link: https://doi.org/10.15480/882.15144
Publikationstyp
Conference Paper
Date Issued
2025
Sprache
English
Author(s)
Surya Narayanan, Megha 
Geotechnik und Baubetrieb B-5  
Schröder, Maximilian 
Geotechnik und Baubetrieb B-5  
Milatz, Marius  orcid-logo
Grabe, Jürgen  
Geotechnik und Baubetrieb B-5  
TORE-DOI
10.15480/882.15144
TORE-URI
https://hdl.handle.net/11420/55522
Journal
IOP conference series / Earth and environmental science  
Volume
1480
Issue
1
Article Number
012062
Citation
IOP Conference Series: Earth and Environmental Science 1480 (1): (2025)
Contribution to Conference
5th International Symposium on Geomechanics from Micro to Macro, IS-Grenoble 2024  
Publisher DOI
10.1088/1755-1315/1480/1/012062
Scopus ID
2-s2.0-105003396701
Publisher
Institute of Physics
Adhesion or “stickiness” of cohesive soils is a huge concern in the context of tunnelling applications owing to the risk of significant clogging in tunnel boring machines (TBMs) passing through fine-grained soils. Separation tests can be used to quantify the adhesive strength of soil-steel interfaces. In this study, a finite element model was developed to predict the behaviour of soil-steel interface subjected to a separation load. Adopting an exponential traction separation law, the surface-based cohesive contact effectively replicated the separation response of the adhesive interface.
DDC Class
624: Civil Engineering, Environmental Engineering
Lizenz
https://creativecommons.org/licenses/by/4.0/
Publication version
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