4[2]Kleven A, Lacasse S, Andersen K H. Soil parameters for offshore foundation design [R]. Report No.400013-34, OSLO: Norwegian Geotechnical Institute, 1986.
5[3]Mitchell J K. Fundamentals of soil behaviour [M]. New York: John Wiley, Sons, 1993. 437.
6[4]Skempton A W. The consolidation of clays by gravitational compaction [J]. Quarterly Journal of the geological society of London, 1970, 125: 373-412.
7[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.
8[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.
9[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.
10[8]Terzaghi K, Peck R B, Mesri. G. Soil mechanics in engineering practice [M]. New York: John Wiley and Sons, 1996. 549.
