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

H. Y. Liu; J. A. Abell; A. Diambra; F. Pisano

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

H. Y. Liu, J. A. Abell, A. Diambra, F. Pisano

Facultad de Ingeniería y Ciencias Aplicadas

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

3 Scopus citations

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- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019
Editors	Francesco Silvestri, Nicola Moraci
Publisher	CRC Press/Balkema
Pages	3633-3640
Number of pages	8
ISBN (Print)	9780367143282
State	Published - 2019
Event	7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019 - Rome, Italy Duration: 17 Jan 2019 → 20 Jan 2019

Publication series

Name	Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019

Conference

Conference	7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019
Country/Territory	Italy
City	Rome
Period	17/01/19 → 20/01/19

Bibliographical note

Publisher Copyright:
© 2019 Associazione Geotecnica Italiana, Rome, Italy.

Keywords

Earthquakes
Pore pressure
Soil liquefaction
Soils
Strain
Surface hardening
Cyclic behaviour
Cyclic preloading
Liquefaction resistance
Pore-water pressures
Preloading effects
Pressure build up
Strain accumulations
Technical aspects
Geotechnical engineering

Cite this

Liu, H. Y., 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- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019 (pp. 3633-3640). (Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019). CRC Press/Balkema.

Liu, H. Y. ; 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- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019. editor / Francesco Silvestri ; Nicola Moraci. CRC Press/Balkema, 2019. pp. 3633-3640 (Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019).

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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 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.",

keywords = "Earthquakes, Pore pressure, Soil liquefaction, Soils, Strain, Surface hardening, Cyclic behaviour, Cyclic preloading, Liquefaction resistance, Pore-water pressures, Preloading effects, Pressure build up, Strain accumulations, Technical aspects, Geotechnical engineering",

author = "Liu, {H. Y.} and Abell, {J. A.} and A. Diambra and F. Pisano",

note = "Publisher Copyright: {\textcopyright} 2019 Associazione Geotecnica Italiana, Rome, Italy.; 7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019 ; Conference date: 17-01-2019 Through 20-01-2019",

year = "2019",

language = "English",

isbn = "9780367143282",

series = "Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019",

publisher = "CRC Press/Balkema",

pages = "3633--3640",

editor = "Francesco Silvestri and Nicola Moraci",

booktitle = "Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019",

}

Liu, HY, 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 of the 7th International Conference on Earthquake Geotechnical Engineering, 2019. Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019, CRC Press/Balkema, pp. 3633-3640, 7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019, Rome, Italy, 17/01/19.

Capturing cyclic mobility and preloading effects in sand using a memory-surface hardening model. / Liu, H. Y.; Abell, J. A.; Diambra, A. et al.
Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019. ed. / Francesco Silvestri; Nicola Moraci. CRC Press/Balkema, 2019. p. 3633-3640 (Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

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

AU - Liu, H. Y.

AU - Abell, J. A.

AU - Diambra, A.

AU - Pisano, F.

PY - 2019

Y1 - 2019

N2 - 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.

AB - 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.

KW - Earthquakes

KW - Pore pressure

KW - Soil liquefaction

KW - Soils

KW - Strain

KW - Surface hardening

KW - Cyclic behaviour

KW - Cyclic preloading

KW - Liquefaction resistance

KW - Pore-water pressures

KW - Preloading effects

KW - Pressure build up

KW - Strain accumulations

KW - Technical aspects

KW - Geotechnical engineering

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

M3 - Conference contribution

AN - SCOPUS:85081182544

SN - 9780367143282

T3 - Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019

SP - 3633

EP - 3640

BT - Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019

A2 - Silvestri, Francesco

A2 - Moraci, Nicola

PB - CRC Press/Balkema

T2 - 7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019

Y2 - 17 January 2019 through 20 January 2019

ER -

Liu HY, 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- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019. CRC Press/Balkema. 2019. p. 3633-3640. (Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019).

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

Abstract

Publication series

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Bibliographical note

Keywords

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