Benson, D. J. (1989). “An efficient, accurate, simple ale method for non-linear finite-element program.” Computer Methods in Applied Mechanics and Engineering, Vol. 72, No. 3, pp. 305-350.10.1016/0045-7825(89)90003-0Benson, D. J. (1989). “An efficient, accurate, simple ale method for non-linear finite-element program.” Computer Methods in Applied Mechanics and Engineering, Vol. 72, No. 3, pp. 305-350.

Cho, I. H., Kwag, D. J., Bang, S. and Cho, Y. (2008). “Use of suction piles for temporary mooring of immersed tunnel element.” Proceedings of 18th Int. Offshore and Polar Eng Conf & Exhibition, International Society of Offshore and Polar Engineers (ISOPE), Vancouver, Canada, pp. 665-669.Cho, I. H., Kwag, D. J., Bang, S. and Cho, Y. (2008). “Use of suction piles for temporary mooring of immersed tunnel element.” Proceedings of 18th Int. Offshore and Polar Eng Conf & Exhibition, International Society of Offshore and Polar Engineers (ISOPE), Vancouver, Canada, pp. 665-669.

Dassault Systèms (2012). ABAQUS, Version 6.12 Documentation. Dassault Systèms (2012). ABAQUS, Version 6.12 Documentation.

Ghosh, S. and Kikuchi, N. (1991). “An Arbitrary Lagrangian- Eulerian finite element method for large deformation analysis of elastic-viscoplastic solids.” Computer Methods in Applied Mechanics and Engineering, Vol. 86, No. 2, pp. 127-188.10.1016/0045-7825(91)90126-QGhosh, S. and Kikuchi, N. (1991). “An Arbitrary Lagrangian- Eulerian finite element method for large deformation analysis of elastic-viscoplastic solids.” Computer Methods in Applied Mechanics and Engineering, Vol. 86, No. 2, pp. 127-188.

Hu, Y. and Randolph, M. F. (1998). “A practical numerical approach for large deformation problems in soil.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 22, No. 5, pp. 327-350.10.1002/(SICI)1096-9853(199805)22:5<327::AID-NAG920>3.0.CO;2-XHu, Y. and Randolph, M. F. (1998). “A practical numerical approach for large deformation problems in soil.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 22, No. 5, pp. 327-350.

Jones, K. D., Bang, S. and Cho, Y. (2007). “Pullout capacity of embedded suction anchors in sand.” Ocean Engineering, Vol. 34, No. 16, pp. 2107-2114.10.1016/j.oceaneng.2007.05.007Jones, K. D., Bang, S. and Cho, Y. (2007). “Pullout capacity of embedded suction anchors in sand.” Ocean Engineering, Vol. 34, No. 16, pp. 2107-2114.

Kim, K. O., Kim, Y. S., Kim, T. H. and Ko, B. H. (2005a). “Centrifuge model test on the pullout capacity of embedded suction anchor with flanges in sand layer.” Proceedings of Korean Society of Civil Engineers Conference, Korean Society of Civil Engineers, KSCE, pp. 3427-3430 (in Korean).Kim, K. O., Kim, Y. S., Kim, T. H. and Ko, B. H. (2005a). “Centrifuge model test on the pullout capacity of embedded suction anchor with flanges in sand layer.” Proceedings of Korean Society of Civil Engineers Conference, Korean Society of Civil Engineers, KSCE, pp. 3427-3430 (in Korean).

Kim, K. O., Kim, Y. S. and Ko, B. H. (2005b). “Centrifuge model tests on the pullout capacity of embedded suction anchor without flanges in sand layer.” 2005 Joint Conference of Geotechnical Engineering, Korean Society of Civil Engineers, KSCE, Kyeonggi, Korea, pp. 517-520 (in Korean).Kim, K. O., Kim, Y. S. and Ko, B. H. (2005b). “Centrifuge model tests on the pullout capacity of embedded suction anchor without flanges in sand layer.” 2005 Joint Conference of Geotechnical Engineering, Korean Society of Civil Engineers, KSCE, Kyeonggi, Korea, pp. 517-520 (in Korean).

Kim, S. M., Jung, Y. H. and Lee, J. (2013). “A numerical simulation of the installation of suction caissons via adaptive remeshing technique.” KGS Spring National Conference 2013, Korea Geote- chnical Society (KGS), Gyeongbuk, Korea, pp. 1451-1460 (in Korean).Kim, S. M., Jung, Y. H. and Lee, J. (2013). “A numerical simulation of the installation of suction caissons via adaptive remeshing technique.” KGS Spring National Conference 2013, Korea Geote- chnical Society (KGS), Gyeongbuk, Korea, pp. 1451-1460 (in Korean).

Song, Z., Hu, Y. and Randolph, M. F. (2008). “Numerical simulation of vertical pullout of plate anchors in clay.” Journal of geotechnical and geoenvironmental engineering, ASCE, Vol. 136, No. 4, pp. 866-875.10.1061/(ASCE)1090-0241(2008)134:6(866)Song, Z., Hu, Y. and Randolph, M. F. (2008). “Numerical simulation of vertical pullout of plate anchors in clay.” Journal of geotechnical and geoenvironmental engineering, ASCE, Vol. 136, No. 4, pp. 866-875.

Van Leer, B. (1977). “Towards the ultimate conservative difference scheme. IV. A new approach to numerical convection.” Journal of computational physics, Vol. 23, No. 3, pp. 276-299.10.1016/0021-9991(77)90095-XVan Leer, B. (1977). “Towards the ultimate conservative difference scheme. IV. A new approach to numerical convection.” Journal of computational physics, Vol. 23, No. 3, pp. 276-299.

Wang, D. Hu, Y. and Randolph, M. F. (2010). “Three-dimensional large deformation finite-element analysis of plate anchors in uniform clay.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 136, No. 2, pp. 355-365.10.1061/(ASCE)GT.1943-5606.0000210Wang, D. Hu, Y. and Randolph, M. F. (2010). “Three-dimensional large deformation finite-element analysis of plate anchors in uniform clay.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 136, No. 2, pp. 355-365.

Yu, L., Liu, J., Kong, X. J. and Hu, Y. (2009). “Three dimensional numerical analysis of the keying of vertically installed plate anchors in clay.” Computers and Geotechnics, Vol. 36, No. 4, pp. 558-567.10.1016/j.compgeo.2008.10.008Yu, L., Liu, J., Kong, X. J. and Hu, Y. (2009). “Three dimensional numerical analysis of the keying of vertically installed plate anchors in clay.” Computers and Geotechnics, Vol. 36, No. 4, pp. 558-567.