Numerical analyses of fault-foundation interaction

I. Anastasopoulos, A. Callerio, M.F. Bransby, M.C.R. Davies, A. El Nahas, E. Faccioli, G. Gazetas, A. Masella, R. Paolucci, A. Pecker, E. Rossignol

Research output: Contribution to journalArticle

37 Citations (Scopus)

Abstract

Field evidence from recent earthquakes has shown that structures can be designed to survive major surface dislocations. This paper: (i) Describes three different finite element (FE) methods of analysis, that were developed to simulate dip slip fault rupture propagation through soil and its interaction with foundation-structure systems; (ii) Validates the developed FE methodologies against centrifuge model tests that were conducted at the University of Dundee, Scotland; and (iii) Utilises one of these analysis methods to conduct a short parametric study on the interaction of idealised 2- and 5-story residential structures lying on slab foundations subjected to normal fault rupture. The comparison between numerical and centrifuge model test results shows that reliable predictions can be achieved with reasonably sophisticated constitutive soil models that take account of soil softening after failure. A prerequisite is an adequately refined FE mesh, combined with interface elements with tension cut-off between the soil and the structure. The results of the parametric study reveal that the increase of the surcharge load q of the structure leads to larger fault rupture diversion and "smoothing" of the settlement profile, allowing reduction of its stressing. Soil compliance is shown to be beneficial to the stressing of a structure. For a given soil depth H and imposed dislocation h, the rotation ?? of the structure is shown to be a function of: (a) its location relative to the fault rupture; (b) the surcharge load q; and (c) soil compliance.
Original languageEnglish
Pages (from-to)645-675
Number of pages31
JournalBulletin of Earthquake Engineering
Volume6
Issue number4
DOIs
Publication statusPublished - 1 Nov 2008

Fingerprint

soils
Soils
rupture
soil
centrifuges
interactions
centrifuge
dislocation
model test
Centrifuges
compliance
Fault slips
dip-slip fault
Scotland
softening
smoothing
soil depth
normal fault
finite element method
slab

Cite this

Anastasopoulos, I., Callerio, A., Bransby, M. F., Davies, M. C. R., El Nahas, A., Faccioli, E., ... Rossignol, E. (2008). Numerical analyses of fault-foundation interaction. Bulletin of Earthquake Engineering, 6(4), 645-675. https://doi.org/10.1007/s10518-008-9078-1
Anastasopoulos, I. ; Callerio, A. ; Bransby, M.F. ; Davies, M.C.R. ; El Nahas, A. ; Faccioli, E. ; Gazetas, G. ; Masella, A. ; Paolucci, R. ; Pecker, A. ; Rossignol, E. / Numerical analyses of fault-foundation interaction. In: Bulletin of Earthquake Engineering. 2008 ; Vol. 6, No. 4. pp. 645-675.
@article{3acc8fb1ed854e18992680ae631b1b6e,
title = "Numerical analyses of fault-foundation interaction",
abstract = "Field evidence from recent earthquakes has shown that structures can be designed to survive major surface dislocations. This paper: (i) Describes three different finite element (FE) methods of analysis, that were developed to simulate dip slip fault rupture propagation through soil and its interaction with foundation-structure systems; (ii) Validates the developed FE methodologies against centrifuge model tests that were conducted at the University of Dundee, Scotland; and (iii) Utilises one of these analysis methods to conduct a short parametric study on the interaction of idealised 2- and 5-story residential structures lying on slab foundations subjected to normal fault rupture. The comparison between numerical and centrifuge model test results shows that reliable predictions can be achieved with reasonably sophisticated constitutive soil models that take account of soil softening after failure. A prerequisite is an adequately refined FE mesh, combined with interface elements with tension cut-off between the soil and the structure. The results of the parametric study reveal that the increase of the surcharge load q of the structure leads to larger fault rupture diversion and {"}smoothing{"} of the settlement profile, allowing reduction of its stressing. Soil compliance is shown to be beneficial to the stressing of a structure. For a given soil depth H and imposed dislocation h, the rotation ?? of the structure is shown to be a function of: (a) its location relative to the fault rupture; (b) the surcharge load q; and (c) soil compliance.",
author = "I. Anastasopoulos and A. Callerio and M.F. Bransby and M.C.R. Davies and {El Nahas}, A. and E. Faccioli and G. Gazetas and A. Masella and R. Paolucci and A. Pecker and E. Rossignol",
note = "Copyright 2008 Elsevier B.V., All rights reserved.",
year = "2008",
month = "11",
day = "1",
doi = "10.1007/s10518-008-9078-1",
language = "English",
volume = "6",
pages = "645--675",
journal = "Bulletin of Earthquake Engineering",
issn = "1570-761X",
publisher = "Springer Verlag",
number = "4",

}

Anastasopoulos, I, Callerio, A, Bransby, MF, Davies, MCR, El Nahas, A, Faccioli, E, Gazetas, G, Masella, A, Paolucci, R, Pecker, A & Rossignol, E 2008, 'Numerical analyses of fault-foundation interaction', Bulletin of Earthquake Engineering, vol. 6, no. 4, pp. 645-675. https://doi.org/10.1007/s10518-008-9078-1

Numerical analyses of fault-foundation interaction. / Anastasopoulos, I.; Callerio, A.; Bransby, M.F.; Davies, M.C.R.; El Nahas, A.; Faccioli, E.; Gazetas, G.; Masella, A.; Paolucci, R.; Pecker, A.; Rossignol, E.

In: Bulletin of Earthquake Engineering, Vol. 6, No. 4, 01.11.2008, p. 645-675.

Research output: Contribution to journalArticle

TY - JOUR

T1 - Numerical analyses of fault-foundation interaction

AU - Anastasopoulos, I.

AU - Callerio, A.

AU - Bransby, M.F.

AU - Davies, M.C.R.

AU - El Nahas, A.

AU - Faccioli, E.

AU - Gazetas, G.

AU - Masella, A.

AU - Paolucci, R.

AU - Pecker, A.

AU - Rossignol, E.

N1 - Copyright 2008 Elsevier B.V., All rights reserved.

PY - 2008/11/1

Y1 - 2008/11/1

N2 - Field evidence from recent earthquakes has shown that structures can be designed to survive major surface dislocations. This paper: (i) Describes three different finite element (FE) methods of analysis, that were developed to simulate dip slip fault rupture propagation through soil and its interaction with foundation-structure systems; (ii) Validates the developed FE methodologies against centrifuge model tests that were conducted at the University of Dundee, Scotland; and (iii) Utilises one of these analysis methods to conduct a short parametric study on the interaction of idealised 2- and 5-story residential structures lying on slab foundations subjected to normal fault rupture. The comparison between numerical and centrifuge model test results shows that reliable predictions can be achieved with reasonably sophisticated constitutive soil models that take account of soil softening after failure. A prerequisite is an adequately refined FE mesh, combined with interface elements with tension cut-off between the soil and the structure. The results of the parametric study reveal that the increase of the surcharge load q of the structure leads to larger fault rupture diversion and "smoothing" of the settlement profile, allowing reduction of its stressing. Soil compliance is shown to be beneficial to the stressing of a structure. For a given soil depth H and imposed dislocation h, the rotation ?? of the structure is shown to be a function of: (a) its location relative to the fault rupture; (b) the surcharge load q; and (c) soil compliance.

AB - Field evidence from recent earthquakes has shown that structures can be designed to survive major surface dislocations. This paper: (i) Describes three different finite element (FE) methods of analysis, that were developed to simulate dip slip fault rupture propagation through soil and its interaction with foundation-structure systems; (ii) Validates the developed FE methodologies against centrifuge model tests that were conducted at the University of Dundee, Scotland; and (iii) Utilises one of these analysis methods to conduct a short parametric study on the interaction of idealised 2- and 5-story residential structures lying on slab foundations subjected to normal fault rupture. The comparison between numerical and centrifuge model test results shows that reliable predictions can be achieved with reasonably sophisticated constitutive soil models that take account of soil softening after failure. A prerequisite is an adequately refined FE mesh, combined with interface elements with tension cut-off between the soil and the structure. The results of the parametric study reveal that the increase of the surcharge load q of the structure leads to larger fault rupture diversion and "smoothing" of the settlement profile, allowing reduction of its stressing. Soil compliance is shown to be beneficial to the stressing of a structure. For a given soil depth H and imposed dislocation h, the rotation ?? of the structure is shown to be a function of: (a) its location relative to the fault rupture; (b) the surcharge load q; and (c) soil compliance.

UR - http://www.scopus.com/inward/record.url?scp=55849100004&partnerID=8YFLogxK

U2 - 10.1007/s10518-008-9078-1

DO - 10.1007/s10518-008-9078-1

M3 - Article

VL - 6

SP - 645

EP - 675

JO - Bulletin of Earthquake Engineering

JF - Bulletin of Earthquake Engineering

SN - 1570-761X

IS - 4

ER -

Anastasopoulos I, Callerio A, Bransby MF, Davies MCR, El Nahas A, Faccioli E et al. Numerical analyses of fault-foundation interaction. Bulletin of Earthquake Engineering. 2008 Nov 1;6(4):645-675. https://doi.org/10.1007/s10518-008-9078-1