Finite element modeling of suction anchors under combined loading
Suction anchors are subjected to inclined, quasi-horizontal or quasi-vertical loadings. The type of the structure and depth of water govern the inclination of the load. Under this load condition, suction anchor experiences a combination of horizontal and vertical translations, and rotation. Therefor...
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| Veröffentlicht in: | Marine structures Jg. 22; H. 4; S. 660 - 669 |
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| Abstract | Suction anchors are subjected to inclined, quasi-horizontal or quasi-vertical loadings. The type of the structure and depth of water govern the inclination of the load. Under this load condition, suction anchor experiences a combination of horizontal and vertical translations, and rotation. Therefore the soil's reaction to this load condition can be idealized as horizontal and vertical loadings, together with a moment. The magnitude and combination of the reactions depend on the load inclination, soil property and the point at which the load is applied. The behavior of the suction anchor subjected to the combined V–H-M loading is elaborated in this paper. This is to observe the effects of soil properties on the failure mechanism and ultimate capacity of the foundation. This was achieved by applying the pure horizontal and vertical displacements, and rotation and their combinations to the foundation, on V–H, V-M and H-M spaces and the yield-locus created for each space. The general purpose finite element program DIANA was used for this study. Non-linear analysis was conducted using a simplified elastic-perfectly-plastic model with Von-Mises yield criterion for saturated and consolidated clay. |
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| AbstractList | Suction anchors are subjected to inclined, quasi-horizontal or quasi-vertical loadings. The type of the structure and depth of water govern the inclination of the load. Under this load condition, suction anchor experiences a combination of horizontal and vertical translations, and rotation. Therefore the soil's reaction to this load condition can be idealized as horizontal and vertical loadings, together with a moment. The magnitude and combination of the reactions depend on the load inclination, soil property and the point at which the load is applied. The behavior of the suction anchor subjected to the combined V–H-M loading is elaborated in this paper. This is to observe the effects of soil properties on the failure mechanism and ultimate capacity of the foundation. This was achieved by applying the pure horizontal and vertical displacements, and rotation and their combinations to the foundation, on V–H, V-M and H-M spaces and the yield-locus created for each space. The general purpose finite element program DIANA was used for this study. Non-linear analysis was conducted using a simplified elastic-perfectly-plastic model with Von-Mises yield criterion for saturated and consolidated clay. |
| Author | Monajemi, H. Razak, H. Abdul |
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| Cites_doi | 10.1061/(ASCE)0733-9410(1993)119:1(91) 10.1680/geot.1984.34.4.613 10.4043/8150-MS 10.1016/j.oceaneng.2004.10.006 |
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| Keywords | Suction anchor Combined loading Finite element Combined load Finite element method Suction Foundations Anchor Tilt Offshore structure Soil profile Modeling |
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| References | Supachawarote C, Randolph MF, Gourvenec S. Inclined pull-out capacity of suction caissons. In: Proceedings of the 14th international offshore and polar engineering conference, Toulon, France; 2004. Randolph MF, Cassidy M, Gourvenec S. Challenges of offshore geotechnical engineering. In: 16th International conference on soil mechanics and geotechnical engineering Osaka; September, 2005. Randolph, Houlsby (bib6) 1984; 34 Colliat JL, Boisand P, Gramet JC, Sparrevik P. Design and installation of suction anchor piles at a soft clay site in the Gulf of Guinea. In: Proceedings of the annual offshore technology conference, Houston, paper 8150; 1996. Aubeny, Moon, Murff (bib8) 2001; 11 Tan FS. Centrifuge and theoretical modeling of conical footings on sand. PhD Thesis, Cambridge University, UK; 1990. Byrne BW. Investigations of suction caissons in dense sand. PhD Thesis, University of Oxford, UK; 2000. Murff, Hamilton (bib7) 1993; 119 Supachawarote, Randolph, Gourvenec (bib10) 2005 Aubeny, Murff (bib9) 2005; 32 Stφve OJ, Bysveen S, Christophersen HP. New foundation systems for the Snorre development. In: Proceedings of the annual offshore technology conference, Houston, Paper 6882; 1992. Christophersen, Bysveen, Stove (bib3) 1992; vol. 1 Randolph (10.1016/j.marstruc.2009.02.001_bib6) 1984; 34 10.1016/j.marstruc.2009.02.001_bib5 10.1016/j.marstruc.2009.02.001_bib4 10.1016/j.marstruc.2009.02.001_bib11 Aubeny (10.1016/j.marstruc.2009.02.001_bib8) 2001; 11 10.1016/j.marstruc.2009.02.001_bib12 Christophersen (10.1016/j.marstruc.2009.02.001_bib3) 1992; vol. 1 Aubeny (10.1016/j.marstruc.2009.02.001_bib9) 2005; 32 10.1016/j.marstruc.2009.02.001_bib2 10.1016/j.marstruc.2009.02.001_bib1 Supachawarote (10.1016/j.marstruc.2009.02.001_bib10) 2005 Murff (10.1016/j.marstruc.2009.02.001_bib7) 1993; 119 |
| References_xml | – reference: Supachawarote C, Randolph MF, Gourvenec S. Inclined pull-out capacity of suction caissons. In: Proceedings of the 14th international offshore and polar engineering conference, Toulon, France; 2004. – reference: Randolph MF, Cassidy M, Gourvenec S. Challenges of offshore geotechnical engineering. In: 16th International conference on soil mechanics and geotechnical engineering Osaka; September, 2005. – volume: 11 start-page: 95 year: 2001 end-page: 103 ident: bib8 article-title: Lateral undrained resistance of suction caisson anchors publication-title: International Journal of Offshore and Polar Engineering – volume: vol. 1 start-page: 81 year: 1992 end-page: 94 ident: bib3 article-title: Innovative foundation systems selected for the snorre field development publication-title: Proceedings of the sixth international conference on the behavior of offshore structures (BOSS) – reference: Tan FS. Centrifuge and theoretical modeling of conical footings on sand. PhD Thesis, Cambridge University, UK; 1990. – reference: Colliat JL, Boisand P, Gramet JC, Sparrevik P. Design and installation of suction anchor piles at a soft clay site in the Gulf of Guinea. In: Proceedings of the annual offshore technology conference, Houston, paper 8150; 1996. – start-page: 577 year: 2005 end-page: 584 ident: bib10 article-title: The effect of crack formation on the inclined pull-out capacity of suction caissons publication-title: 11th international conference on computer methods and advances in geomechanics, Bologna, Italy – volume: 32 start-page: 864 year: 2005 end-page: 877 ident: bib9 article-title: Simplified limit solutions for the capacity of suction anchors under undrained conditions publication-title: International Journal of Ocean Engineering – reference: Byrne BW. Investigations of suction caissons in dense sand. PhD Thesis, University of Oxford, UK; 2000. – reference: Stφve OJ, Bysveen S, Christophersen HP. New foundation systems for the Snorre development. In: Proceedings of the annual offshore technology conference, Houston, Paper 6882; 1992. – volume: 34 start-page: 613 year: 1984 end-page: 623 ident: bib6 article-title: The limiting pressure on a circular pile loaded laterally in cohesive soil publication-title: Geotechnique – volume: 119 start-page: 91 year: 1993 end-page: 107 ident: bib7 article-title: P-Ultimate for undrained analysis of laterally loaded piles publication-title: ASCE Journal of Geotechnical Engineering – ident: 10.1016/j.marstruc.2009.02.001_bib5 – volume: 119 start-page: 91 issue: 1 year: 1993 ident: 10.1016/j.marstruc.2009.02.001_bib7 article-title: P-Ultimate for undrained analysis of laterally loaded piles publication-title: ASCE Journal of Geotechnical Engineering doi: 10.1061/(ASCE)0733-9410(1993)119:1(91) – volume: 34 start-page: 613 issue: 4 year: 1984 ident: 10.1016/j.marstruc.2009.02.001_bib6 article-title: The limiting pressure on a circular pile loaded laterally in cohesive soil publication-title: Geotechnique doi: 10.1680/geot.1984.34.4.613 – ident: 10.1016/j.marstruc.2009.02.001_bib11 – ident: 10.1016/j.marstruc.2009.02.001_bib1 – ident: 10.1016/j.marstruc.2009.02.001_bib2 – ident: 10.1016/j.marstruc.2009.02.001_bib12 – volume: vol. 1 start-page: 81 year: 1992 ident: 10.1016/j.marstruc.2009.02.001_bib3 article-title: Innovative foundation systems selected for the snorre field development – volume: 11 start-page: 95 issue: 2 year: 2001 ident: 10.1016/j.marstruc.2009.02.001_bib8 article-title: Lateral undrained resistance of suction caisson anchors publication-title: International Journal of Offshore and Polar Engineering – ident: 10.1016/j.marstruc.2009.02.001_bib4 doi: 10.4043/8150-MS – start-page: 577 year: 2005 ident: 10.1016/j.marstruc.2009.02.001_bib10 article-title: The effect of crack formation on the inclined pull-out capacity of suction caissons – volume: 32 start-page: 864 year: 2005 ident: 10.1016/j.marstruc.2009.02.001_bib9 article-title: Simplified limit solutions for the capacity of suction anchors under undrained conditions publication-title: International Journal of Ocean Engineering doi: 10.1016/j.oceaneng.2004.10.006 |
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| SubjectTerms | Applied sciences Buildings. Public works Combined loading Earthwork. Foundations. Retaining walls Exact sciences and technology Finite element Geotechnics Hydraulic constructions Offshore structure (platforms, tanks, etc.) Stresses. Safety Structural analysis. Stresses Suction anchor |
| Title | Finite element modeling of suction anchors under combined loading |
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