Comparison of numerical formulations for the modeling of tensile loaded suction buckets

Computers and Geotechnics - Tập 83 - Trang 198-208 - 2017
E.S. Sørensen1, J. Clausen1, L. Damkilde1
1Department of Civil Engineering, Aalborg University, Sofiendalsvej 11, 9000 Aalborg, Denmark

Tài liệu tham khảo

Kelly, 2006, Transient vertical loading of model suction caissons in a pressure chamber, Géotechnique, 56, 665, 10.1680/geot.2006.56.10.665 Senders, 2008 Vaitkunaite, 2014, New medium-scale laboratory testing of a bucket foundation capacity in sand, vol. 2, 514 Biot, 1941, General theory of three-dimensional consolidation, J Appl Phys, 12, 155, 10.1063/1.1712886 Biot, 1955, Theory of elasticity and consolidation for a porous anisotropic solid, J Appl Phys, 26, 182, 10.1063/1.1721956 Biot, 1957, The elastic coefficients of the theory of consolidation, J Appl Mech, 24, 594, 10.1115/1.4011606 de Souza Neto, 2008 Ottosen, 2005 Zienkiewicz, 1984, Dynamic behavior of saturated porous media; the generalized Biot formulation and its numerical solution, Int J Numer Anal Meth Geomech, 8, 71, 10.1002/nag.1610080106 Zienkiewicz, 1999 Dassault Systèmes Simulia Corp. Abaqus 6.14; 2014 <http://www.3ds.com/products-services/simulia/products/abaqus/>. Plaxis, PLAXIS 3D; 2015 <www.plaxis.nl>. Gajo, 1994, Evaluation of three- and two-field finite element methods for the dynamic response of saturated soil, Int J Numer Meth Eng, 37, 1231, 10.1002/nme.1620370708 Jeremić, 2008, Numerical simulation of fully saturated porous materials, Int J Numer Anal Meth Geomech, 32, 1635, 10.1002/nag.687 Thieken, 2014, On the behavior of suction buckets in sand under tensile loads, Comp Geotech, 60, 88, 10.1016/j.compgeo.2014.04.004 Achmus, 2014, Numerical simulation of the tensile resistance of suction buckets in sand, J Ocean Wind Energy, 1, 231 Cao, 2002, Numerical analysis of the behavior of suction caissons in clay, 795 Tasiopoulou, 2015, Solution verification procedures for modeling and simulation of fully coupled porous media: static and dynamic behavior, Coup Syst Mech, 4, 67, 10.12989/csm.2015.4.1.067 Wriggers, 2006 Clausen, 2007 Clausen, 2007, An efficient return algorithm for non-associated plasticity with linear yield criteria in principal stress space, Comp Struct, 85, 1795, 10.1016/j.compstruc.2007.04.002 Ibsen LB, Hanson M, Hjort T, Thaarup M. MC-parameter calibration of baskarp sand no. 15, Tech. rep. Department of Civil Engineering, Aalborg University, DCE Technical Reports; No 62; 2009. Skempton, 1961, Effective stress in soils, concrete and rocks, Pore Press Suct Soils, 4 Sjelmo, 2012 Houlsby, 2005, The tensile capacity of suction caissons in sand under rapid loading, 405