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 in | Arabian journal of geosciences Vol. 10; no. 22; pp. 1 - 11 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
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. |
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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 |
Author_xml | – sequence: 1 givenname: Lama surname: Thebian fullname: Thebian, Lama email: ltt00@aub.edu.lb organization: Department of Civil & Environmental Engineering, American University of Beirut – sequence: 2 givenname: Salah surname: Sadek fullname: Sadek, Salah organization: Department of Civil & Environmental Engineering, American University of Beirut – sequence: 3 givenname: Shadi surname: Najjar fullname: Najjar, Shadi organization: Department of Civil & Environmental Engineering, American University of Beirut – sequence: 4 givenname: Mounir surname: Mabsout fullname: Mabsout, Mounir organization: Department of Civil & Environmental Engineering, American University of Beirut |
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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 Horsfield WT (1977) An experimental approach to basement-controlled faulting. Geologie En Mijnbouw, Haarlem, The Netherlands, 56(4):363–370 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 LoukidisDBouckovalasGDPapadimitriouAGAnalysis of fault rupture propagation through uniform soil coverJ Soil Dyn Earthq Engrg200929111389140410.1016/j.soildyn.2009.04.003 Scott RF, (1987) Failure. Geotechnique, London, England, 37(4):423–466 LadePVColeDAJrCummingsDMultiple failure surfaces over dip-slip faultsJ Geotech Eng ASCE1984110561662710.1061/(ASCE)0733-9410(1984)110:5(616) 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 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 Koerner RM (1970) Effect of particle characteristics on soil strength. Journal of Soil Mechanics & Foundations Div BelousovVVExperimental geologySci Am196120429610710.1038/scientificamerican0261-96 ABAQUS, Inc. (2013) ABAQUS V.6.13 user’s manual, providence, R.I BendimeradFJohnsonLCoburnARahnamaMMorrowGEvent report, Kocaeli, Turkey earthquake2000RMS reconnaissance team TaniyamaHWatanabeHDeformation of sandy deposits by reverse faultingStruct Eng/Earthquake Eng JSCE2002192209219 NolletSVennekateGJGieseSVrolijkPUraiJLZieglerMLocalization patterns in sandbox-scale numerical experiments above a normal fault in basementJ Struct Geol20123919920910.1016/j.jsg.2012.02.011 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) ChangYYLeeCJHuangWCHungWYHuangWJLinMLChenYHEvolution of the surface deformation profile and subsurface distortion zone during reverse faulting through overburden sandEng Geol2015184527010.1016/j.enggeo.2014.10.023 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) 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 H Taniyama (3253_CR31) 2002; 19 D Loukidis (3253_CR22) 2009; 29 A Rietbrock (3253_CR25) 1996; 23 DA Cole Jr (3253_CR12) 1984; 110 F Bendimerad (3253_CR5) 2000 3253_CR29 AR Sanford (3253_CR27) 1959; 70 YY Chang (3253_CR11) 2015; 184 RJ White (3253_CR33) 1994 3253_CR8 3253_CR21 3253_CR7 3253_CR6 T Schanz (3253_CR30) 1998; 48 T Nakai (3253_CR23) 1995; 35 3253_CR3 3253_CR26 3253_CR1 JD Bray (3253_CR10) 1994; 120 PV Lade (3253_CR19) 1984; 110 VV Belousov (3253_CR4) 1961; 204 KI Kelson (3253_CR16) 2001; 91 ML Lin (3253_CR20) 2006; 88 S Nollet (3253_CR24) 2012; 39 JD Bray (3253_CR9) 1993; 16 3253_CR18 RC Emmons (3253_CR13) 1969; 7 RF Scott (3253_CR28) 1974; 100 GA Abers (3253_CR2) 1991; 19 3253_CR32 3253_CR14 3253_CR15 3253_CR17 |
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 – volume: 120 start-page: 562 issue: 3 year: 1994 ident: 3253_CR10 publication-title: J Geotech Eng ASCE doi: 10.1061/(ASCE)0733-9410(1994)120:3(562) – ident: 3253_CR21 – volume: 100 start-page: 449 issue: GT4 year: 1974 ident: 3253_CR28 publication-title: Journal of the Geotechnical Engineering Division ASCE doi: 10.1061/AJGEB6.0000037 – volume: 29 start-page: 1389 issue: 11 year: 2009 ident: 3253_CR22 publication-title: J Soil Dyn Earthq Engrg doi: 10.1016/j.soildyn.2009.04.003 – ident: 3253_CR29 doi: 10.1680/geot.1987.37.4.423 – volume: 110 start-page: 616 issue: 5 year: 1984 ident: 3253_CR19 publication-title: J Geotech Eng ASCE doi: 10.1061/(ASCE)0733-9410(1984)110:5(616) – volume: 19 start-page: 209 issue: 2 year: 2002 ident: 3253_CR31 publication-title: Struct Eng/Earthquake Eng JSCE doi: 10.2208/jsceseee.19.209s – ident: 3253_CR14 – ident: 3253_CR26 doi: 10.1007/978%E2%80%933%E2%80%937091-8665-7_3 – ident: 3253_CR1 – volume: 16 start-page: 46 issue: 1 year: 1993 ident: 3253_CR9 publication-title: Testing J American Society for Testing and Materials doi: 10.1520/GTJ10266J – volume: 7 start-page: 71 issue: 1 year: 1969 ident: 3253_CR13 publication-title: Tectonophysics doi: 10.1016/0040-1951(69)90065-1 – ident: 3253_CR17 doi: 10.1061/JSFEAQ.0001436 – start-page: 817 volume-title: Leung, lee, tan (eds) centrifuge 94 year: 1994 ident: 3253_CR33 – volume: 35 start-page: 25 issue: 2 year: 1995 ident: 3253_CR23 publication-title: Soils Found doi: 10.3208/sandf1972.35.2_25 – volume: 48 start-page: 383 year: 1998 ident: 3253_CR30 publication-title: Géotechnique – volume: 19 start-page: 1205 issue: 12 year: 1991 ident: 3253_CR2 publication-title: Geology doi: 10.1130/00917613(1991)019<1205:PSSDNF>2.3.CO;2 – ident: 3253_CR6 doi: 10.1680/geot.1986.36.1.65 – ident: 3253_CR7 doi: 10.1007/s10518-008-9079-0 – ident: 3253_CR18 – volume: 70 start-page: 19 issue: Jan. year: 1959 ident: 3253_CR27 publication-title: Geol Soc of Am Bull doi: 10.1130/0016-7606(1959)70[19:AAESOS]2.0.CO;2 – ident: 3253_CR32 – volume-title: Event report, Kocaeli, Turkey earthquake year: 2000 ident: 3253_CR5 – volume: 91 start-page: 930 issue: 5 year: 2001 ident: 3253_CR16 publication-title: Bull Seismol Soc Am doi: 10.1785/0120000741 – ident: 3253_CR3 doi: 10.1061/(ASCE)1090-0241(2007)133:8(943) – ident: 3253_CR15 – ident: 3253_CR8 doi: 10.1007/s10518-008-9080-7 – volume: 184 start-page: 52 year: 2015 ident: 3253_CR11 publication-title: Eng Geol doi: 10.1016/j.enggeo.2014.10.023 – volume: 39 start-page: 199 year: 2012 ident: 3253_CR24 publication-title: J Struct Geol doi: 10.1016/j.jsg.2012.02.011 – volume: 88 start-page: 70 issue: 1 year: 2006 ident: 3253_CR20 publication-title: Eng Geol doi: 10.1016/j.enggeo.2006.08.004 – volume: 110 start-page: 599 issue: 5 year: 1984 ident: 3253_CR12 publication-title: J Geotech Eng ASCE doi: 10.1061/(ASCE)0733-9410(1984)110:5(599) – volume: 204 start-page: 96 issue: 2 year: 1961 ident: 3253_CR4 publication-title: Sci Am doi: 10.1038/scientificamerican0261-96 – volume: 23 start-page: 1817 issue: 14 year: 1996 ident: 3253_CR25 publication-title: Geophys Res Lett doi: 10.1029/96GL01257 |
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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 |
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