Experimental study of the soil structure variable z used in constitutive models such as Neohypoplasticity or Sanisand

Abstract The tensorial state variable z stores the current soil structure or fabric in constitutive models. This study presents macroscopic monotonic undrained triaxial tests on sand samples subjected to different cyclic preloading. The data demonstrates that a pronounced drained cyclic preloading practically erases z and effects the fabric induced by the preparation method. In contrast, a less pronounced undrained cyclic preloading do not impact the fabric induced by the preparation method. Using the results, evolution equations of corresponding state variables in constitutive models can be adapted.

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Publication Details

Journal
IOP Conference Series Earth and Environmental Science
Published
2025-04-01
DOI
https://doi.org/10.1088/1755-1315/1480/1/012070
Citations
1
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
6.97
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article

Experimental study of the soil structure variable z used in constitutive models such as Neohypoplasticity or Sanisand

Hans Henning Stutz, Andrzej Niemunis, Jannik Zürn, L. Mugele
1 citations
IOP Conference Series Earth and Environmental Science
Geotechnical Engineering and Soil Mechanics
6.97
article

Experimental study of the soil structure variable z used in constitutive models such as Neohypoplasticity or Sanisand

Hans Henning Stutz, Andrzej Niemunis, Jannik Zürn, L. Mugele
article en
1 citations

Abstract

Abstract The tensorial state variable z stores the current soil structure or fabric in constitutive models. This study presents macroscopic monotonic undrained triaxial tests on sand samples subjected to different cyclic preloading. The data demonstrates that a pronounced drained cyclic preloading practically erases z and effects the fabric induced by the preparation method. In contrast, a less pronounced undrained cyclic preloading do not impact the fabric induced by the preparation method. Using the results, evolution equations of corresponding state variables in constitutive models can be adapted.

IOP Conference Series Earth and Environmental ScienceVol. 1480(1)
Karlsruhe Institute of Technology (DE)
Openalex Percentile: Top 7%
Geotechnical Engineering and Soil Mechanics
6.97
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