Finite element analysis of the propagation of Earth’s surface deformation as a consequence of normal dip-slip offshore fault rupture

This paper addresses the deformation response of seabed sands subject to underlying normal fault movement. This problem is relevant to the design of overlying offshore structures and subsea oil/gas pipelines connecting offshore platforms to the shoreline. The mechanism of the fault propagation in ov...

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Published inArabian journal of geosciences Vol. 10; no. 22; pp. 1 - 11
Main Authors Thebian, Lama, Sadek, Salah, Najjar, Shadi, Mabsout, Mounir
Format Journal Article
LanguageEnglish
Published Berlin/Heidelberg Springer Berlin Heidelberg 01.11.2017
Springer Nature B.V
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Abstract This paper addresses the deformation response of seabed sands subject to underlying normal fault movement. This problem is relevant to the design of overlying offshore structures and subsea oil/gas pipelines connecting offshore platforms to the shoreline. The mechanism of the fault propagation in overlying seabed deposits is examined using 2D finite element modeling. Abaqus© is used as a numerical platform in modeling this complex problem, while accounting for nonlinear soil behavior with strain softening. Different dip angles and vertical fault displacements of up to 10% of the soil layer thickness were considered. The results include the effect of the relative density of the seabed sands and the soil layer thickness on the extent and magnitude of ground surface deformations. The required bedrock displacement/offset for the rupture to reach the surface and the length and location of the distorted zone are also investigated. Based on the parametric analyses and results presented in this paper, observations related to the potential magnitudes and extents of surface deformations for various conditions of seabed densities and thicknesses are provided. These would be of importance in determining likely effects of distortion/loading on pipelines and offshore structures crossing the fault zone.
AbstractList This paper addresses the deformation response of seabed sands subject to underlying normal fault movement. This problem is relevant to the design of overlying offshore structures and subsea oil/gas pipelines connecting offshore platforms to the shoreline. The mechanism of the fault propagation in overlying seabed deposits is examined using 2D finite element modeling. Abaqus© is used as a numerical platform in modeling this complex problem, while accounting for nonlinear soil behavior with strain softening. Different dip angles and vertical fault displacements of up to 10% of the soil layer thickness were considered. The results include the effect of the relative density of the seabed sands and the soil layer thickness on the extent and magnitude of ground surface deformations. The required bedrock displacement/offset for the rupture to reach the surface and the length and location of the distorted zone are also investigated. Based on the parametric analyses and results presented in this paper, observations related to the potential magnitudes and extents of surface deformations for various conditions of seabed densities and thicknesses are provided. These would be of importance in determining likely effects of distortion/loading on pipelines and offshore structures crossing the fault zone.
ArticleNumber 476
Author Najjar, Shadi
Thebian, Lama
Mabsout, Mounir
Sadek, Salah
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Keywords Offshore geotechnics
Normal faulting
Finite element analyses
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ScottRFSchoustraJJNuclear power plant siting on deep alluviumJournal of the Geotechnical Engineering Division ASCE1974100GT4449459
ColeDAJrLadePVInfluence zones in alluvium over dip-slip faultsJ Geotech Eng ASCE1984110559961510.1061/(ASCE)0733-9410(1984)110:5(599)
SchanzTVermeerPAOn the stiffness of sandsGéotechnique199848383387
Bransby MF, Davies MCR, El Nahas A, Nagaoka S (2008b) Centrifuge modelling of reverse fault-foundation interaction. Bull Earthq Eng, 6 (4 ):607–628. https://doi.org/10.1007/s10518-008-9080-7
LinMLChungCFJengFSDeformation of overburden soil induced by thrust fault slipEng Geol2006881708910.1016/j.enggeo.2006.08.004
EmmonsRCStrike-slip rupture patterns in sand modelsTectonophysics196971718710.1016/0040-1951(69)90065-1
NakaiTMuir WoodDStoneKJLNumerical calculations of soil response over a displacing basementSoils Found1995352253510.3208/sandf1972.35.2_25
SanfordARAnalytical and experimental study of simple geologic structuresGeol Soc of Am Bull195970Jan.195210.1130/0016-7606(1959)70[19:AAESOS]2.0.CO;2
BrayJDSeedRBSeedHBAnalysis of earthquake fault rupture propagation through cohesive soilJ Geotech Eng ASCE1994120356258010.1061/(ASCE)0733-9410(1994)120:3(562)
BrayJDSeedRBSeedHB1 g small-scale modelling of saturated cohesive soilsTesting J American Society for Testing and Materials19931614653
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NolletSVennekateGJGieseSVrolijkPUraiJLZieglerMLocalization patterns in sandbox-scale numerical experiments above a normal fault in basementJ Struct Geol20123919920910.1016/j.jsg.2012.02.011
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ChangYYLeeCJHuangWCHungWYHuangWJLinMLChenYHEvolution of the surface deformation profile and subsurface distortion zone during reverse faulting through overburden sandEng Geol2015184527010.1016/j.enggeo.2014.10.023
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AbersGAPossible seismogenic shallow-dipping normal faults in the Woodlark-D’Entrecasteaux extensional province, Papua New GuineaGeology199119121205120810.1130/0091-7613(1991)019<1205:PSSDNF>2.3.CO;2
Kulhawy FH, Mayne PW, (1990) Manual on estimating soil properties for foundation design. Ithaka, New York, Cornell University, EPRI EL-6800
Bolton MD (1986) The strength and dilatancy of sands. Geotechnique 36(1):65–78. https://doi.org/10.1680/geot.1986.36.1.65
KelsonKIKangKHPageWDLeeCTCluffLSRepresentative styles of deformation along the Chelungpu fault from the 1999 Chi-Chi (Taiwan) earthquake: geomorphic characteristics and responses of man-made structuresBull Seismol Soc Am200191593095210.1785/0120000741
Loukidis D (1999) Active fault propagation through soil. Dissertation, National Technical University, Athens
Trimintziou M, Sakellariou M, Psarropoulos P (2015) Designing offshore pipelines facing the geohazard of active seismic faults. World Academy of Science, Engineering and Technology, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 9(6):775–784
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D Loukidis (3253_CR22) 2009; 29
A Rietbrock (3253_CR25) 1996; 23
DA Cole Jr (3253_CR12) 1984; 110
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References_xml – reference: Koerner RM (1970) Effect of particle characteristics on soil strength. Journal of Soil Mechanics & Foundations Div
– reference: LadePVColeDAJrCummingsDMultiple failure surfaces over dip-slip faultsJ Geotech Eng ASCE1984110561662710.1061/(ASCE)0733-9410(1984)110:5(616)
– reference: BrayJDSeedRBSeedHBAnalysis of earthquake fault rupture propagation through cohesive soilJ Geotech Eng ASCE1994120356258010.1061/(ASCE)0733-9410(1994)120:3(562)
– reference: Bransby MF, Davies MCR, El Nahas A (2008a) Centrifuge modelling of normal fault-footing interaction. Bull Earthq Eng, 6 (4 ):585–605. https://doi.org/10.1007/s10518-008-9079-0
– reference: Horsfield WT (1977) An experimental approach to basement-controlled faulting. Geologie En Mijnbouw, Haarlem, The Netherlands, 56(4):363–370
– reference: Anastasopoulos I, Gazetas G, Bransby MF, Davies MCR, El Nahas A (2007) Fault rupture propagation through sand: finite element analysis and validation through centrifuge experiments. J Geotech Geoenviron ASCE, 133(8):943–958. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(943)
– reference: Johansson J, Konagai K (2004) Fault surface rupture experiments: a comparison of dry and saturated soils. In Proceeding of 27th Symposium on Earthquake Engineering, JSCE, Paper (No. 271)
– reference: EmmonsRCStrike-slip rupture patterns in sand modelsTectonophysics196971718710.1016/0040-1951(69)90065-1
– reference: ColeDAJrLadePVInfluence zones in alluvium over dip-slip faultsJ Geotech Eng ASCE1984110559961510.1061/(ASCE)0733-9410(1984)110:5(599)
– reference: Bransby MF, Davies MCR, El Nahas A, Nagaoka S (2008b) Centrifuge modelling of reverse fault-foundation interaction. Bull Earthq Eng, 6 (4 ):607–628. https://doi.org/10.1007/s10518-008-9080-7
– reference: Loukidis D (1999) Active fault propagation through soil. Dissertation, National Technical University, Athens
– reference: BendimeradFJohnsonLCoburnARahnamaMMorrowGEvent report, Kocaeli, Turkey earthquake2000RMS reconnaissance team
– reference: KelsonKIKangKHPageWDLeeCTCluffLSRepresentative styles of deformation along the Chelungpu fault from the 1999 Chi-Chi (Taiwan) earthquake: geomorphic characteristics and responses of man-made structuresBull Seismol Soc Am200191593095210.1785/0120000741
– reference: ScottRFSchoustraJJNuclear power plant siting on deep alluviumJournal of the Geotechnical Engineering Division ASCE1974100GT4449459
– reference: SanfordARAnalytical and experimental study of simple geologic structuresGeol Soc of Am Bull195970Jan.195210.1130/0016-7606(1959)70[19:AAESOS]2.0.CO;2
– reference: ABAQUS, Inc. (2013) ABAQUS V.6.13 user’s manual, providence, R.I
– reference: NakaiTMuir WoodDStoneKJLNumerical calculations of soil response over a displacing basementSoils Found1995352253510.3208/sandf1972.35.2_25
– reference: WhiteRJStoneKJLJewelRJEffect of particle size on localization development in model tests on sandLeung, lee, tan (eds) centrifuge 941994RotterdamBalkema817822
– reference: Roth WH, Sweet J, Goodman RE (1982) Numerical and physical modelling of flexural slip phenomena and potential for fault movement. Rock Mech (Suppl 12):27–46. https://doi.org/10.1007/978–3–7091-8665-7_3
– reference: BelousovVVExperimental geologySci Am196120429610710.1038/scientificamerican0261-96
– reference: LoukidisDBouckovalasGDPapadimitriouAGAnalysis of fault rupture propagation through uniform soil coverJ Soil Dyn Earthq Engrg200929111389140410.1016/j.soildyn.2009.04.003
– reference: LinMLChungCFJengFSDeformation of overburden soil induced by thrust fault slipEng Geol2006881708910.1016/j.enggeo.2006.08.004
– reference: SchanzTVermeerPAOn the stiffness of sandsGéotechnique199848383387
– reference: BrayJDSeedRBSeedHB1 g small-scale modelling of saturated cohesive soilsTesting J American Society for Testing and Materials19931614653
– reference: AbersGAPossible seismogenic shallow-dipping normal faults in the Woodlark-D’Entrecasteaux extensional province, Papua New GuineaGeology199119121205120810.1130/0091-7613(1991)019<1205:PSSDNF>2.3.CO;2
– reference: Bolton MD (1986) The strength and dilatancy of sands. Geotechnique 36(1):65–78. https://doi.org/10.1680/geot.1986.36.1.65
– reference: ChangYYLeeCJHuangWCHungWYHuangWJLinMLChenYHEvolution of the surface deformation profile and subsurface distortion zone during reverse faulting through overburden sandEng Geol2015184527010.1016/j.enggeo.2014.10.023
– reference: Kulhawy FH, Mayne PW, (1990) Manual on estimating soil properties for foundation design. Ithaka, New York, Cornell University, EPRI EL-6800
– reference: NolletSVennekateGJGieseSVrolijkPUraiJLZieglerMLocalization patterns in sandbox-scale numerical experiments above a normal fault in basementJ Struct Geol20123919920910.1016/j.jsg.2012.02.011
– reference: RietbrockATiberiCScherbaumFLyon-CaenHSeismic slip on a low angle normal fault in the Gulf of Corinth: evidence from high-resolution cluster analysis of microearthquakesGeophys Res Lett199623141817182010.1029/96GL01257
– reference: Scott RF, (1987) Failure. Geotechnique, London, England, 37(4):423–466
– reference: TaniyamaHWatanabeHDeformation of sandy deposits by reverse faultingStruct Eng/Earthquake Eng JSCE2002192209219
– reference: Trimintziou M, Sakellariou M, Psarropoulos P (2015) Designing offshore pipelines facing the geohazard of active seismic faults. World Academy of Science, Engineering and Technology, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 9(6):775–784
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Snippet This paper addresses the deformation response of seabed sands subject to underlying normal fault movement. This problem is relevant to the design of overlying...
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SubjectTerms Bedrock
Coastal zone management
Computer simulation
Connecting
Deformation
Deformation mechanisms
Earth
Earth and Environmental Science
Earth science
Earth Sciences
Earth surface
Fault zones
Finite element method
Gas pipelines
GeoMEast2017
Geotechnical Engineering for Urban and Major Infrastructure Development
Mathematical analysis
Mathematical models
Modelling
Natural gas
Ocean floor
Offshore
Offshore drilling rigs
Offshore engineering
Offshore platforms
Offshore structures
Petroleum pipelines
Pipelines
Plastic deformation
Propagation
Relative density
Rupture
Rupturing
Seabed deposits
Shorelines
Soil
Soil layers
Soils
Submarine pipelines
Thickness
Two dimensional models
Title Finite element analysis of the propagation of Earth’s surface deformation as a consequence of normal dip-slip offshore fault rupture
URI https://link.springer.com/article/10.1007/s12517-017-3253-0
https://www.proquest.com/docview/1963514426
Volume 10
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