Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques)

A. Diambra; R. Corti; Haoyuan Liu; Federico Pisano; J. A. Abell

doi:10.32075/17ECSMGE-2019-0840

Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques)

A. Diambra, R. Corti, Haoyuan Liu, Federico Pisano, J. A. Abell

Geo-engineering

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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Abstract

This paper presents an objective comparison between two recent constitutive models employing the concept of the hardening memory surface to predict the high cyclic loading behaviour of granular soils. The hardening memory surface is applied to the well-known Severn-Trent sand and the SANINSAND04 constitutive models. While the addition of the new model surface (the memory surface) leads to enhanced model capabilities, slight differences in the implementation can lead to different model performances and simulations. This paper describes the differences between the two implementations and highlights the most relevant modelling ingredi-ents to predict particular features of the cyclic soil behaviour. This paper will help the reader in selecting the most suitable model and related ingredients for a particular geotechnical application.

Original language	English
Title of host publication	17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings
Subtitle of host publication	Geotechnical Engineering foundation of the future
Editors	Haraldur Sigursteinsson, Sigurður Erlingsson, Bjarni Bessason
Publisher	Icelandic Geotechnical Society (IGS)
Pages	1-8
Number of pages	8
ISBN (Electronic)	9789935943613
ISBN (Print)	978-9935-9436-1-3
DOIs	https://doi.org/10.32075/17ECSMGE-2019-0840
Publication status	Published - 2019
Event	The XVII European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering, foundation of the future - Reykjavik, Iceland Duration: 1 Sept 2019 → 6 Sept 2019 https://www.ecsmge-2019.com/#

Conference

Conference	The XVII European Conference on Soil Mechanics and Geotechnical Engineering
Abbreviated title	ECSMGE 2019
Country/Territory	Iceland
City	Reykjavik
Period	1/09/19 → 6/09/19
Internet address	https://www.ecsmge-2019.com/#

Bibliographical note

Accepted Author Manuscript

Keywords

Constitutive modelling
Cyclic loading
Ratcheting
Sand
Strain accumulation

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0840-ecsmge-2019_diambraAccepted author manuscript, 516 KB

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Diambra, A., Corti, R., Liu, H., Pisano, F., & Abell, J. A. (2019). Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques). In H. Sigursteinsson, S. Erlingsson, & B. Bessason (Eds.), 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings: Geotechnical Engineering foundation of the future (pp. 1-8). Article 0840 Icelandic Geotechnical Society (IGS). https://doi.org/10.32075/17ECSMGE-2019-0840

Diambra, A. ; Corti, R. ; Liu, Haoyuan et al. / Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques). 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings: Geotechnical Engineering foundation of the future. editor / Haraldur Sigursteinsson ; Sigurður Erlingsson ; Bjarni Bessason. Icelandic Geotechnical Society (IGS), 2019. pp. 1-8

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abstract = "This paper presents an objective comparison between two recent constitutive models employing the concept of the hardening memory surface to predict the high cyclic loading behaviour of granular soils. The hardening memory surface is applied to the well-known Severn-Trent sand and the SANINSAND04 constitutive models. While the addition of the new model surface (the memory surface) leads to enhanced model capabilities, slight differences in the implementation can lead to different model performances and simulations. This paper describes the differences between the two implementations and highlights the most relevant modelling ingredi-ents to predict particular features of the cyclic soil behaviour. This paper will help the reader in selecting the most suitable model and related ingredients for a particular geotechnical application.",

keywords = "Constitutive modelling, Cyclic loading, Ratcheting, Sand, Strain accumulation",

author = "A. Diambra and R. Corti and Haoyuan Liu and Federico Pisano and Abell, {J. A.}",

note = "Accepted Author Manuscript; The XVII European Conference on Soil Mechanics and Geotechnical Engineering : Geotechnical Engineering, foundation of the future, ECSMGE 2019 ; Conference date: 01-09-2019 Through 06-09-2019",

year = "2019",

doi = "10.32075/17ECSMGE-2019-0840",

language = "English",

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publisher = "Icelandic Geotechnical Society (IGS)",

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Diambra, A, Corti, R, Liu, H, Pisano, F & Abell, JA 2019, Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques). in H Sigursteinsson, S Erlingsson & B Bessason (eds), 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings: Geotechnical Engineering foundation of the future., 0840, Icelandic Geotechnical Society (IGS), pp. 1-8, The XVII European Conference on Soil Mechanics and Geotechnical Engineering, Reykjavik, Iceland, 1/09/19. https://doi.org/10.32075/17ECSMGE-2019-0840

Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques). / Diambra, A.; Corti, R.; Liu, Haoyuan et al.
17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings: Geotechnical Engineering foundation of the future. ed. / Haraldur Sigursteinsson; Sigurður Erlingsson; Bjarni Bessason. Icelandic Geotechnical Society (IGS), 2019. p. 1-8 0840.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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T1 - Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques)

AU - Diambra, A.

AU - Corti, R.

AU - Liu, Haoyuan

AU - Pisano, Federico

AU - Abell, J. A.

N1 - Accepted Author Manuscript

PY - 2019

Y1 - 2019

N2 - This paper presents an objective comparison between two recent constitutive models employing the concept of the hardening memory surface to predict the high cyclic loading behaviour of granular soils. The hardening memory surface is applied to the well-known Severn-Trent sand and the SANINSAND04 constitutive models. While the addition of the new model surface (the memory surface) leads to enhanced model capabilities, slight differences in the implementation can lead to different model performances and simulations. This paper describes the differences between the two implementations and highlights the most relevant modelling ingredi-ents to predict particular features of the cyclic soil behaviour. This paper will help the reader in selecting the most suitable model and related ingredients for a particular geotechnical application.

AB - This paper presents an objective comparison between two recent constitutive models employing the concept of the hardening memory surface to predict the high cyclic loading behaviour of granular soils. The hardening memory surface is applied to the well-known Severn-Trent sand and the SANINSAND04 constitutive models. While the addition of the new model surface (the memory surface) leads to enhanced model capabilities, slight differences in the implementation can lead to different model performances and simulations. This paper describes the differences between the two implementations and highlights the most relevant modelling ingredi-ents to predict particular features of the cyclic soil behaviour. This paper will help the reader in selecting the most suitable model and related ingredients for a particular geotechnical application.

KW - Constitutive modelling

KW - Cyclic loading

KW - Ratcheting

KW - Sand

KW - Strain accumulation

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DO - 10.32075/17ECSMGE-2019-0840

M3 - Conference contribution

SN - 978-9935-9436-1-3

SP - 1

EP - 8

BT - 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings

A2 - Sigursteinsson, Haraldur

A2 - Erlingsson, Sigurður

A2 - Bessason, Bjarni

PB - Icelandic Geotechnical Society (IGS)

T2 - The XVII European Conference on Soil Mechanics and Geotechnical Engineering

Y2 - 1 September 2019 through 6 September 2019

ER -

Diambra A, Corti R, Liu H, Pisano F, Abell JA. Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques). In Sigursteinsson H, Erlingsson S, Bessason B, editors, 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings: Geotechnical Engineering foundation of the future. Icelandic Geotechnical Society (IGS). 2019. p. 1-8. 0840 doi: 10.32075/17ECSMGE-2019-0840

Comparison of new memory surface hardening models for prediction of high cyclic loading (Comparaison de nouveaux modèles de surface de mémoire à durcissement pour la prévision de fortes charges cycliques)

Abstract

Conference

Bibliographical note

Keywords

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