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Adaptive Management Evaluation of the SQBRC Excavation Read chapter Read first chapter

2017 | OriginalPaper | Chapter

Total and Quasi-Elastic Strains Due to Monotonous and Low-Cycle Loading by Means of Experimental and Numerical Element Tests

Authors : Stefanie Danne, Achim Hettler

Published in: Holistic Simulation of Geotechnical Installation Processes

Publisher: Springer International Publishing

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Abstract

It is known that some common constitutive models show deficits when predicting elastic and plastic deformations due to low cycle loading resulting for example from geotechnical installation processes. The aim of part I of subproject 8 within the DFG research group FOR 1136 (GeoTech) is to show the performance of different constitutive models and to compare them with experimental results and between each other.
Series of drained, stress-controlled triaxial-tests are carried out. The strains from monotonous and low-cycle loading are investigated systematically, regarding total and quasi-elastic strains as well as strain accumulation.
All experiments are recalculated numerically with different constitutive models, amongst them some common as well as advanced constitutive models, which have been developed recently and partly within the aforementioned research group GeoTech. By comparing the experimental and numerical results systematically, an attempt is made to show the model’s advantages and deficits and to give hints for the application in boundary value problems.

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previous chapter Numerical Investigations of the Effects of Dynamic Construction Processes on Deep Excavation Walls
next chapter Constitutive Model for Viscous Clays Under the ISA Framework
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Metadata
Title
Total and Quasi-Elastic Strains Due to Monotonous and Low-Cycle Loading by Means of Experimental and Numerical Element Tests
Authors
Stefanie Danne
Achim Hettler
Copyright Year
2017
Book
Holistic Simulation of Geotechnical Installation Processes

Print ISBN: 978-3-319-52589-1

Electronic ISBN: 978-3-319-52590-7

Copyright Year: 2017

DOI
https://doi.org/10.1007/978-3-319-52590-7_14