3Akihiko Wakai,Shingo Gose and Keizo Ugai,3-D Elastic-plastic Finite Element Analysis of pile Foundations Subject to Lateral Loading,J.Geot.Engng, 1999, 39(1).
4Saito A, Hanko M,Gose,and Yi, E (1993): "A study of pile foundation behavior at large-scale horizontal deformation," Structural Engineering Letters, JSCE, Vol. 39A, pp. 1395-1407.
2Wolf J P.Soil-structure interaction with separation of base mat from soil(uplifting off)[J].Nuclear Engi-neering and Design,1976,38:357-364.
3Kenndy R P.Effect on nonlinear soil-structure interaction due to base slab uplift on the seismic response of high-temperature gas-cooled reactor(HTGR) [J].Nuclear Engineering and Design,1976,38:323-355.
4Stoykovich M.Nonlinear effects in dynamic analysis of nuclear power plant components:Research status and needs[J],Nuclear Engineering and Design,1978,50:93-114.
5Poulos H G.Foundation analysis and design[M].New York:John Wiley&Sons,1980.
6Trochanis A M,Bielak J,Christiano P.A three dimensional nonlinear study of piles leading to the development of a simplified model[R].Technical Report of Research Sponsored by the National Science Foundation.Grant ECE-86/1060.Washington D C:Carnegle Mellon University.1988.
7American Petroleum Institute.Recommended practice for planning,designing and constructing fixed offshore platform[M].Washington:17thedn Iap-RP2A A P I,1987.