Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model

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

Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model

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

Geo-engineering

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

3 Citations (Scopus)

184 Downloads (Pure)

Abstract

Earthquake-induced build-up of pore water pressure may be responsible for
reduced soil capacity, while the accumulation of shear strains may lead to a violation of serviceability limits. Predicting accurately the soil cyclic behaviour in relation to seismic numerical simulations is still a challenging topic in many respects. Efforts are required to improve several technical aspects, including the development of a reliable and complete constitutive model. This paper reports recent developments after the work of Liu et al. (2018a), and particularly about the performance of a new SANISAND formulation incorporating the memory surface concept (Corti et al., 2016). The performance of the model in terms of strain accumulation and pore pressure build-up is validated against high-quality laboratory test results. A modified dilatancy relationship is given to reproduce within the proposed framework proper cyclic mobility response. The effects of preliminary drained cyclic preloading on soil liquefaction resistance are also studied.

Original language	English
Title of host publication	Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions
Editors	Francesco Silvestri, Nicola Moraci
Place of Publication	Rome
Publisher	Associazione Geotecnica Italiana
Pages	3633-3640
Number of pages	8
ISBN (Print)	978-0-367-14328-2
Publication status	Published - 2019
Event	7th International Conference on Earthquake Geotechnical Engineering - Rome, Italy Duration: 17 Jun 2019 → 20 Jun 2019 http://www.7icege.com/

Publication series

Name	Proceedings in Earth and Geosciences

Conference

Conference	7th International Conference on Earthquake Geotechnical Engineering
Abbreviated title	7ICEGE
Country/Territory	Italy
City	Rome
Period	17/06/19 → 20/06/19
Internet address	http://www.7icege.com/

Bibliographical note

Accepted Author Manuscript

Access to Document

21_2019_Liu_Abell_Diambra_Pisano_7ICEGE_RomeAccepted author manuscript, 1.93 MB

Cite this

Liu, H., Abell, J. A., Diambra, A., & Pisano, F. (2019). Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model. In F. Silvestri, & N. Moraci (Eds.), Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions (pp. 3633-3640). (Proceedings in Earth and Geosciences). Associazione Geotecnica Italiana.

Liu, Haoyuan ; Abell, J. A. ; Diambra, A. et al. / Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model. Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions. editor / Francesco Silvestri ; Nicola Moraci. Rome : Associazione Geotecnica Italiana, 2019. pp. 3633-3640 (Proceedings in Earth and Geosciences).

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title = "Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model",

abstract = "Earthquake-induced build-up of pore water pressure may be responsible forreduced soil capacity, while the accumulation of shear strains may lead to a violation of serviceability limits. Predicting accurately the soil cyclic behaviour in relation to seismic numerical simulations is still a challenging topic in many respects. Efforts are required to improve several technical aspects, including the development of a reliable and complete constitutive model. This paper reports recent developments after the work of Liu et al. (2018a), and particularly about the performance of a new SANISAND formulation incorporating the memory surface concept (Corti et al., 2016). The performance of the model in terms of strain accumulation and pore pressure build-up is validated against high-quality laboratory test results. A modified dilatancy relationship is given to reproduce within the proposed framework proper cyclic mobility response. The effects of preliminary drained cyclic preloading on soil liquefaction resistance are also studied.",

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

note = "Accepted Author Manuscript; 7th International Conference on Earthquake Geotechnical Engineering, 7ICEGE ; Conference date: 17-06-2019 Through 20-06-2019",

year = "2019",

language = "English",

isbn = "978-0-367-14328-2",

series = "Proceedings in Earth and Geosciences",

publisher = "Associazione Geotecnica Italiana",

pages = "3633--3640",

editor = "Francesco Silvestri and Nicola Moraci",

booktitle = "Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions",

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}

Liu, H, Abell, JA, Diambra, A & Pisano, F 2019, Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model. in F Silvestri & N Moraci (eds), Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions. Proceedings in Earth and Geosciences, Associazione Geotecnica Italiana, Rome, pp. 3633-3640, 7th International Conference on Earthquake Geotechnical Engineering, Rome, Italy, 17/06/19.

Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model. / Liu, Haoyuan; Abell, J. A.; Diambra, A. et al.
Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions. ed. / Francesco Silvestri; Nicola Moraci. Rome: Associazione Geotecnica Italiana, 2019. p. 3633-3640 (Proceedings in Earth and Geosciences).

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

TY - GEN

T1 - Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model

AU - Liu, Haoyuan

AU - Abell, J. A.

AU - Diambra, A.

AU - Pisano, Federico

N1 - Accepted Author Manuscript

PY - 2019

Y1 - 2019

N2 - Earthquake-induced build-up of pore water pressure may be responsible forreduced soil capacity, while the accumulation of shear strains may lead to a violation of serviceability limits. Predicting accurately the soil cyclic behaviour in relation to seismic numerical simulations is still a challenging topic in many respects. Efforts are required to improve several technical aspects, including the development of a reliable and complete constitutive model. This paper reports recent developments after the work of Liu et al. (2018a), and particularly about the performance of a new SANISAND formulation incorporating the memory surface concept (Corti et al., 2016). The performance of the model in terms of strain accumulation and pore pressure build-up is validated against high-quality laboratory test results. A modified dilatancy relationship is given to reproduce within the proposed framework proper cyclic mobility response. The effects of preliminary drained cyclic preloading on soil liquefaction resistance are also studied.

AB - Earthquake-induced build-up of pore water pressure may be responsible forreduced soil capacity, while the accumulation of shear strains may lead to a violation of serviceability limits. Predicting accurately the soil cyclic behaviour in relation to seismic numerical simulations is still a challenging topic in many respects. Efforts are required to improve several technical aspects, including the development of a reliable and complete constitutive model. This paper reports recent developments after the work of Liu et al. (2018a), and particularly about the performance of a new SANISAND formulation incorporating the memory surface concept (Corti et al., 2016). The performance of the model in terms of strain accumulation and pore pressure build-up is validated against high-quality laboratory test results. A modified dilatancy relationship is given to reproduce within the proposed framework proper cyclic mobility response. The effects of preliminary drained cyclic preloading on soil liquefaction resistance are also studied.

UR - http://www.scopus.com/inward/record.url?scp=85081182544&partnerID=8YFLogxK

M3 - Conference contribution

SN - 978-0-367-14328-2

T3 - Proceedings in Earth and Geosciences

SP - 3633

EP - 3640

BT - Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions

A2 - Silvestri, Francesco

A2 - Moraci, Nicola

PB - Associazione Geotecnica Italiana

CY - Rome

T2 - 7th International Conference on Earthquake Geotechnical Engineering

Y2 - 17 June 2019 through 20 June 2019

ER -

Liu H, Abell JA, Diambra A, Pisano F. Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model. In Silvestri F, Moraci N, editors, Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions. Rome: Associazione Geotecnica Italiana. 2019. p. 3633-3640. (Proceedings in Earth and Geosciences).

Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model

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