3[3]Bye A, Erbrich C, Earl K, Wright, et al. Geotechnical design of bucket foundation. OTC7793, 1995.869～883
4[4]Randolph M F, O'Neil M P, Stewart D P. Performance of suction anchors in fine-grained calcarrous soils. OTC88311998. 521～529
5[5]Dyme W, Houlsby G T. Drained behavier of suction caisson foundations on very dense sand. OTC10994, 1998.765～782
6[6]Aas P M, Andersen K H. Skirted foundation for offshore structure. In: 9th Offshore South East Asia Conf., Singapore,1992. Singapore: World Trade Center Singapore, 1992. 1～7
7[7]Senpere D, Auvergne G A. Suction anchore piles-a proven alternative to driving or drilling. OTC4206, 1982. 483～493
8[8]Tjelta T L, Hermstad J, Andenaes E. The skirt piled gullfaks c platform installtion. OTC6473, 1990. 453～462
9[9]Eide O, Andersen K H. Foundation engineering for gravity structure in the northern noth sea. Norweigen Geotechnical Institute, 1997, 200:1～47
