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

Producción científica: Capítulo del libro/informe/acta de congreso › Contribución a la conferencia › revisión exhaustiva

3 Citas (Scopus)

Resumen

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. © 2019 Associazione Geotecnica Italiana, Rome, Italy.

Idioma original	Inglés
Título de la publicación alojada	Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019
Editores	Francesco Silvestri, Nicola Moraci
Editorial	CRC Press/Balkema
Páginas	3633-3640
Número de páginas	8
ISBN (versión impresa)	9780367143282
Estado	Publicada - 2019
Evento	7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019 - Rome, Italia Duración: 17 ene. 2019 → 20 ene. 2019

Serie de la publicación

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

Conferencia

Conferencia	7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019
País/Territorio	Italia
Ciudad	Rome
Período	17/01/19 → 20/01/19

Nota bibliográfica

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

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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. En 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).

@inproceedings{b66d989fe249410abe0f9dd3e89c6b59,

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. En 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, Italia, 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).

Producción científica: Capítulo del libro/informe/acta de congreso › Contribución a la conferencia › revisión exhaustiva

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. En Silvestri F, Moraci N, editores, 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

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