Numerical modelling of seepage beneath skirted foundations subjected to vertical uplift
Tài liệu tham khảo
Clukey EC, Templeton JS, Randolph MF, Phillips R. Suction caisson response under sustained loop current loads. In: Proc., Offshore Technology Conf., Houston; 2004: OTC 16843.
Acosta-Martinez, 2008, An experimental investigation of a shallow skirted foundation under compression and tension, Soils Found, 48, 247, 10.3208/sandf.48.247
Mana DSK, Gourvenec SM, Randolph MF, Hossain MS. Effect of gapping on the uplift resistance of a shallow skirted foundation. In: Proc. 7th Int. Offshore Site Inv. & Geotech. Conf., Society of Underwater Technology, London; 2012. p. 403–10.
Zdravkovic, 2001, A parametric study of the pull-out capacity of bucket foundations in soft clay, Géotechnique, 51, 55, 10.1680/geot.2001.51.1.55
Cao J, Phillips R, Popescu R, Audibert JME, Al-Khafaji Z. In: Proc. 12th Int. Offshore & Polar Engng. Conf., Kitakyushu, Japan; 2002. p. 795–9.
Deng, 2002, A theoretical study of the vertical uplift capacity of suction caissons, Int J Offshore Polar Eng, 12, 89
Al-Khafaji Z, Audibert JME, Hossain MK, Templeton JS, Clukey EC, de Jong, PR. Suction caisson foundation design for vortex-induced vibration loading. In: Proc., Offshore Technology Conf., Houston; 2003: OTC 15239.
Erbrich CT, Tjelta TI. Installation of bucket foundations and suction caissons in sand – geotechnical performance. Proc., Offshore Technology Conf., Houston; 1999. OTC 10990.
Houlsby, 2005, Calculation procedures for installation of suction caissons in sand, Geotech Eng, 158, 135, 10.1680/geng.2005.158.3.135
Gourvenec SM, Randolph MF. Effect of foundation embedment on consolidation response. Proc. 17th Int. Conf. Soil Mech. Geotech. Eng., Alexandria; 2009. p. 638–41.
Gourvenec, 2010, Consolidation beneath circular skirted foundations, Int J Geomech, ASCE, 10, 22, 10.1061/(ASCE)1532-3641(2010)10:1(22)
Acosta-Martinez, 2010, Effect of gapping on the transient and sustained uplift capacity of a skirted foundation in clay, Soils Found, 50, 725, 10.3208/sandf.50.725
Dassault Systèmes. Abaqus analysis users’ manual. Providence, RI, USA: Simula Corp; 2010.
Vermeer, 1981, An accuracy condition for consolidation by finite elements, Int J Numer Analyt Meth Geomech, 5, 1, 10.1002/nag.1610050103
Bye A, Erbrich C, Rognlien B, Tjelta TI. Geotechnical design of bucket foundations. Proc., Offshore Technology Conf., Houston; 1995. OTC 7793.
Biot, 1935, Le problème de la consolidation des matières argileuses sous une charge, Ann Soc Sci Brux, B55, 110
Biot, 1941, General theory of three-dimensional consolidation, J Appl Phys, 12, 155, 10.1063/1.1712886
Davis, 1968, The use of elastic theory for settlement prediction under three-dimensional conditions, Géotechnique, 18, 67, 10.1680/geot.1968.18.1.67
Booker, 1986, The behaviour of an impermeable flexible raft on a deep layer of consolidating soil, Int J Numer Analyt Meth Geomech, 10, 311, 10.1002/nag.1610100305
Senders, 2009, CPT-based method for the installation of suction caissons in sand, J Geotech Geoenviron Eng, ASCE, 135, 14, 10.1061/(ASCE)1090-0241(2009)135:1(14)
Bruggeman, 1999
Acosta-Martinez HE, Gourvenec SM. One-dimensional consolidation tests on kaolin clay. Report Research Report GEO: 06385 2006. Centre for Offshore Foundations Systems, School of Civil and Resource Engineering, The University of Western Australia.