2[2]Kleven A, Lacasse S, Andersen K H. Soil parameters for offshore foundation design [R]. Report No.400013-34, OSLO: Norwegian Geotechnical Institute, 1986.
3[3]Mitchell J K. Fundamentals of soil behaviour [M]. New York: John Wiley, Sons, 1993. 437.
4[4]Skempton A W. The consolidation of clays by gravitational compaction [J]. Quarterly Journal of the geological society of London, 1970, 125: 373-412.
5[5]Wroth C P. Correlations of some engineering properties of soils [A]. Proceedings of 2nd International Conference on behaviour of offshore structures [C]. London:[s.n.] 1979. 121-132.
6[6]Stas C V, Kulhawy F H. Critical evaluation of design methods for foundations under axial uplift and compression loading [R]. Report EL-3771, Palo Alto: Electric Power Research Institute, 1984. 198.
7[7]Ladd C C, DeGroot D J. Guidelines for geotechnical experimental program for foundation design of offshore arctic gravity structures [R]. Research Report No. R92-33, MA, USA: Massachusettes Institute of Technology, 1992. 435.
8[8]Terzaghi K, Peck R B, Mesri. G. Soil mechanics in engineering practice [M]. New York: John Wiley and Sons, 1996. 549.
9[9]Skempton A W. Discussion of 'planning and design of new Hong Kong airport' [A]. Proceedings Institution of Civil Engineers[C], America: Institution of Civil Engineers. 1957, 7. 305-307.
10[10]Bjerrum L, Simmons, NE. Comparison of shear strength characteristics of normally consolidated clays [A]. Proceedings of research conference on shear strength of cohesive soils[C], America: American Society of Civil Engineers. Boulder, 1960. 711-726.