Novel approach to apply existing constitutive soil models to the modelling of interfaces-Reference-Cited by-同舟云学术

Novel approach to apply existing constitutive soil models to the modelling of interfaces

Published:2022-02-21 Issue:7 Volume:46 Page:1241-1271
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Staubach Patrick¹^ORCID,Machaček Jan²^ORCID,Wichtmann Torsten³^ORCID

Affiliation:

1. Chair of Soil Mechanics Foundation Engineering and Environmental Geotechnics Ruhr Universität Bochum Germany/Chair of Geotechnics Bauhaus Universität Weimar Weimar Germany

2. Institute of Geotechnics Technische Universität Darmstadt Germany/Chair of Soil Mechanics Foundation Engineering and Environmental Geotechnics Ruhr‐Universität Bochum Bochum Germany

3. Chair of Soil Mechanics Foundation Engineering and Environmental Geotechnics Ruhr‐Universität Bochum Bochum Germany

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3344

Reference75 articles.

1. Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests

2. Pile Skin Friction in Sands from Constant Normal Stiffness Tests

3. Behaviour of displacement piles in sand under cyclic axial loading

4. Field axial cyclic loading experiments on piles driven in sand

5. The role of soil stiffness non-linearity in 1D pile driving simulations

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