Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments

Jean Soubestre; Claude Boutin; Matt S. Dietz; Luiza Dihoru; Stéphane Hans; Erdin Ibraim; Colin A. Taylor

doi:10.1007/978-94-007-1977-4_13

Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments

Jean Soubestre^*
, Claude Boutin
, Matt S. Dietz
, Luiza Dihoru
, Stéphane Hans
, Erdin Ibraim
, Colin A. Taylor

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

6 Citations (Scopus)

Abstract

The dynamic response of soil-pile-group systems are modelled both analytically, using homogenisation theory, and physically, using a shaking table to excite a soft elastic material periodically reinforced by vertical slender inclusions. A large soil/pile stiffness contrast is shown to lead to full coupling in the transverse direction of the bending behaviour from the piles and the shear behaviour from the soil. Analytically derived performance predictions capture important characteristics of the experimentally observed response that are missed when using alternative analytical modelling approaches. The homogenisation theory approach to modelling of generalised media is valid.

Translated title of the contribution	Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments
Original language	English
Title of host publication	Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering
Subtitle of host publication	SERIES Workshop
Editors	Michael N. Fardis, Zoran T. Rakicevic
Publisher	Springer, Dordrecht
Pages	247-263
Number of pages	17
ISBN (Electronic)	9789400719774
ISBN (Print)	9789400719767, 9789400737198
DOIs	https://doi.org/10.1007/978-94-007-1977-4_13
Publication status	Published - 20 Sept 2011

Publication series

Name	Geotechnical, Geological and Earthquake Engineering
Publisher	Springer Science + Business Media
Volume	22
ISSN (Print)	1573-6059
ISSN (Electronic)	1872-4671

Bibliographical note

Publisher Copyright:
© 2012 Springer Science+Business Media B.V.

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Soubestre, J., Boutin, C., Dietz, M. S., Dihoru, L., Hans, S., Ibraim, E., & Taylor, C. A. (2011). Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments. In M. N. Fardis, & Z. T. Rakicevic (Eds.), Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering: SERIES Workshop (pp. 247-263). (Geotechnical, Geological and Earthquake Engineering; Vol. 22). Springer, Dordrecht. https://doi.org/10.1007/978-94-007-1977-4_13

Soubestre, Jean ; Boutin, Claude ; Dietz, Matt S. et al. / Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments. Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering: SERIES Workshop. editor / Michael N. Fardis ; Zoran T. Rakicevic. Springer, Dordrecht, 2011. pp. 247-263 (Geotechnical, Geological and Earthquake Engineering).

@inproceedings{772e641515164eb6a4c4e8e2495e4e31,

title = "Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments",

abstract = "The dynamic response of soil-pile-group systems are modelled both analytically, using homogenisation theory, and physically, using a shaking table to excite a soft elastic material periodically reinforced by vertical slender inclusions. A large soil/pile stiffness contrast is shown to lead to full coupling in the transverse direction of the bending behaviour from the piles and the shear behaviour from the soil. Analytically derived performance predictions capture important characteristics of the experimentally observed response that are missed when using alternative analytical modelling approaches. The homogenisation theory approach to modelling of generalised media is valid.",

author = "Jean Soubestre and Claude Boutin and Dietz, \{Matt S.\} and Luiza Dihoru and St{\'e}phane Hans and Erdin Ibraim and Taylor, \{Colin A.\}",

note = "Publisher Copyright: {\textcopyright} 2012 Springer Science+Business Media B.V.",

year = "2011",

month = sep,

day = "20",

doi = "10.1007/978-94-007-1977-4\_13",

language = "English",

isbn = "9789400719767",

series = "Geotechnical, Geological and Earthquake Engineering",

publisher = "Springer, Dordrecht",

pages = "247--263",

editor = "Fardis, \{Michael N.\} and Rakicevic, \{Zoran T.\}",

booktitle = "Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering",

address = "Netherlands",

}

Soubestre, J, Boutin, C, Dietz, MS, Dihoru, L, Hans, S, Ibraim, E & Taylor, CA 2011, Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments. in MN Fardis & ZT Rakicevic (eds), Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering: SERIES Workshop. Geotechnical, Geological and Earthquake Engineering, vol. 22, Springer, Dordrecht, pp. 247-263. https://doi.org/10.1007/978-94-007-1977-4_13

Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments. / Soubestre, Jean; Boutin, Claude; Dietz, Matt S. et al.
Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering: SERIES Workshop. ed. / Michael N. Fardis; Zoran T. Rakicevic. Springer, Dordrecht, 2011. p. 247-263 (Geotechnical, Geological and Earthquake Engineering; Vol. 22).

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

TY - GEN

T1 - Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments

AU - Soubestre, Jean

AU - Boutin, Claude

AU - Dietz, Matt S.

AU - Dihoru, Luiza

AU - Hans, Stéphane

AU - Ibraim, Erdin

AU - Taylor, Colin A.

PY - 2011/9/20

Y1 - 2011/9/20

N2 - The dynamic response of soil-pile-group systems are modelled both analytically, using homogenisation theory, and physically, using a shaking table to excite a soft elastic material periodically reinforced by vertical slender inclusions. A large soil/pile stiffness contrast is shown to lead to full coupling in the transverse direction of the bending behaviour from the piles and the shear behaviour from the soil. Analytically derived performance predictions capture important characteristics of the experimentally observed response that are missed when using alternative analytical modelling approaches. The homogenisation theory approach to modelling of generalised media is valid.

AB - The dynamic response of soil-pile-group systems are modelled both analytically, using homogenisation theory, and physically, using a shaking table to excite a soft elastic material periodically reinforced by vertical slender inclusions. A large soil/pile stiffness contrast is shown to lead to full coupling in the transverse direction of the bending behaviour from the piles and the shear behaviour from the soil. Analytically derived performance predictions capture important characteristics of the experimentally observed response that are missed when using alternative analytical modelling approaches. The homogenisation theory approach to modelling of generalised media is valid.

UR - https://www.scopus.com/pages/publications/84869232198

U2 - 10.1007/978-94-007-1977-4_13

DO - 10.1007/978-94-007-1977-4_13

M3 - Conference Contribution (Conference Proceeding)

SN - 9789400719767

SN - 9789400737198

T3 - Geotechnical, Geological and Earthquake Engineering

SP - 247

EP - 263

BT - Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering

A2 - Fardis, Michael N.

A2 - Rakicevic, Zoran T.

PB - Springer, Dordrecht

ER -

Soubestre J, Boutin C, Dietz MS, Dihoru L, Hans S, Ibraim E et al. Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments. In Fardis MN, Rakicevic ZT, editors, Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering: SERIES Workshop. Springer, Dordrecht. 2011. p. 247-263. (Geotechnical, Geological and Earthquake Engineering). Epub 2011 Jan 1. doi: 10.1007/978-94-007-1977-4_13

Dynamic Behaviour of Reinforced Soils – Theoretical Modelling and Shaking Table Experiments

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