参考文献

[1] API R P.2GEO,2011[J].Geotechnical and foundation design considerations,2011.

[2] OS D N V.F101,[J].Submarine pipeline systems,2000.

[3] 中华人民共和国交通运输部.JTS 167 4 2012港口工程桩基规范[S].北京:人民交通出版社.

[4] K.太沙基.理论土力学[M].徐志英,译.北京:地质出版社,1960.

[5] Meyerhof G G.The ultimate bearing capacity of foudations[J].Geotechnique,1951,2(4):301-332.

[6] Meyerhof G G.The bearing capacity of foundations under eccentric and inclined loads[C]//Proceedings,34th International Conference on Soil Mechanics and Foundation Engineering.1953:440-445.

[7] Meyerhof G G.Influence of roughness of base and ground water conditions on the ultimate bearing capacity of foundations[J].Geotechnique,1955,5(3):227-242.

[8] Mayerhof G G.Bearing capacity and settlemtn of pile foundations[J].Journal of Geotechnical and Geoenvironmental Engineering,1976,102(ASCEJHJ 11962).

[9] Berezantzev V G.Load bearing capacity and deformation of piled foundations[J].Proc.5th ICSMFE,Paris,1961,1961,2:11-12.

[10]Hu G C Y.Variable factors theory of bearing capacity[J].Journal of Soil Mechanics &Foundations Div,1964(90):3969.

[11] Tomlinson M J,Boorman R.Foundation design and construction[M].New York:Pearson education,2001.

[12] Hu Y,Randolph M F,Watson P G.Circular foundations on non homogeneous soil:bearing capacity and penetration[J].J.Geotechnical and Geoenviromental Engn,1999:924-935.

[13] Hu Y,Randolph M F,Watson P G.Bearing response of skirted foundation on nonhomogeneous soil[J].Journal of geotechnical and geoenvironmental engineering,1999,125(11):924-935.

[14] Tani,K.and Craig,W.H.(1995):Bearing capacity of circular foundations on soft clay and of strength increasing with depth,Soils Foundations,35(4),21-35.

[15] Teh C I,Houlsby G T.An analytical study of the cone penetration test in clay[J].Geotechnique,1991,41(1):17-34.

[16] Liyanapathirana D S.Arbitrary lagrangian eulerian based finite element analysis of cone penetration in soft clay[J].Computers and Geotechnics,2009,36(5):851-860.

[17] Wang D,Bienen B,Nazem M,et al.Large deformation finite element analyses in geotechnical engineering[J].Computers and Geotechnics,2015,65:104-114.

[18] Martin C M,Randolph M F.Applications of the lower and upper bound theorems of plasticity to collapse of circular foundations[C]//Proc.10th Int.Conf.on Computer Methods and Advances in Geomechanics,Tucson.2001,2:1417-1428.

[19] Hossain M K,Briaud J L.Improved soil characterization for pipe piles in sand in Api Rp 2A[C]//Offshore Technology Conference.Offshore Technology Conference,1993.

[20] O'Neill,M.P&Raines,R.J.(1991).Load transfer for pipe piles in highly pressured dense sand.J Geotech.Engng Div ASCE 117,No.8,1208-1226

[21] Kraft Jr L M.Computing axial pile capacity in sands for offshore conditions[J].Marine Georesources &Geotechnology,1990,9(1):61-92.

[22] Murff J D,Raines R D,Randolph M F.Soil plug behavior of piles in sand[C]//Offshore Technology Conference.Offshore Technology Conference,1990.

[23] Randolph M F,Dolwin R,Beck R.Design of driven piles in sand[J].Geotechnique,1994,44(3):427-448.

[24] De Nicola A,Randolph M F.Centrifuge modelling of pipe piles in sand under axial loads[J].Geotechnique,1999,49(3):295-318.

[25] Martin,C.M.Exact bearing capacity calculations using the method of characteristics[J].Turin 4,2005:441-450

[26] Bjerrum,L.,Eide,O.Stability of strutted excavations in clay[J].Geotechnique,1956,6(1):32-47.

[27] 王洪新.不排水条件下黏性土地基承载力系数Nc值的计算与工程应用[J].岩土工程学报,2016(3).

[28] Bustamante M,Gianeselli L.Pile bearing capacity prediction by means of static penetrometer CPT[C]//Proceedings of the 2nd European Symposium on Penetration Testing.1982:493-500.

[29] Kraft M,Richard P Ray,Takaaki Kagawa.Theoretical t-z Curves[J].Journal of Geotechnical Engineering Division,A SCE,1981,107(11):1543-1561.

[30] Nicola A D,Randolph M F.Tension and compression shaft capacity of pile sin Sand[J].J.Geotech.Engrg.,ASCE,1993,1(0):12.

[31] Fleming,W.G.K.A new method for single pile settlement prediction and analysis.Geotechnique 42,1992(3):411-425.

[32] 崔新壮,丁桦.静力触探锥头阻力的近似理论与实验研究进展[J].力学进展,2004,34(2):251-262.

[33] Randolph M F.Design considerations for offshore piles.Proceedings of the conference on geotechnical practice in offshore engineering,Austin,1983:422-439.

[34] Toolan F,Lings M,Mirza U.An appraisal of API RP2Arecommendations for determining skin friction of piles in sand.Proc.22nd Offshore Technology Conf.,Houston 1,OTC 6422,1990:33-42.

[35] Semple R M,Rigden W J.Shaft capacity of driven piles in clay,Proceedings of the symposium on analysis and design of pile foundations,San Francisco,1984:59-79.

[36] Randolph M F,Murphy B S.Shaft capacity of driven piles in clay[C]//Offshore Technology Conference.Offshore Technology Conference,1985.

[37] Randolph M F.Design methods for pile groups and piled rafts.Proc.13th Int.Conf.Soil Mech.Found.Engng,New Delhi 5,1994:61-82.

[38] Kolk,H J(1996).A reliable method to determine friction capacity of piles driven into clays[C]//Proc.Offshore Technology Conf.,Houston,Paper OTC 7993.

[39] Olson R E,Dennis N D.Review and compilation of pile test results,axial pile capacity[M].Geotechnical Engineering Center,Department of Civil Engineering,University of Texas,1982.

[40] Hossain M K,Briaud J L.Pipe piles in sand an improvement for the Api Rp 2A[M].Offshore Technology Research Center,1992.

[41] O’Neill M W,Hawkins R A,Audibert J M E.Installation of pile group in overconsolidated clay[J].Journal of the Geotechnical Engineering Division,1982,108(11):1369-1386.

[42] Fleming W G K,Weltman A J,Randolph M F,et al.Piling engineering[M].London:Surry U-niversity Press and Halsted Press,1985.

[43] Bond A J,Jardine R J.Effects of installing displacement piles in a high OCR clay[J].Geotechnique,1991,41(3):341-363.

[44] Clarke J,Lambson M D.Large diameter pile test programme—summary[M]//Offshore Site Investigation and Foundation Behaviour.Springer Netherlands,1993:513-547.

[45] Karlsrud K,Haugen T.Axial static capacity of steel model piles in overconsolidated clay[J].Publikasjon Norges Geotekniske Institutt,1986(163).

[46] Karlsrud K,Lunne T,Brattlien K.Improved CPTU interpretations based on block samples[J].Publikasjon Norges Geotekniske Institutt,1997,202:195-201.

[47] Miller G A,Lutenegger A J.Influence of pile plugging on skin friction in overconsolidated clay[J].Journal of geotechnical and geoenvironmental engineering,1997,123(6):525-533.

[48] 王哲,龚晓南,丁洲祥,等.大直径薄壁灌注筒桩土芯对承载性状影响的试验及其理论研究[J].岩石力学与工程学报,2005,24(21):3916-3921.

[49] Kishida H,Isemoto N.Behavior of sand plugs in open ended steel pipe piles[C]//Proc.9th Int.Conf.on Soil Mechanics and Foundation Engineering,Tokyo.1977:601-604.

[50] Randolph M F,Leong E C,HoulsbyG T.One dimensional analysis of soil plugs in pipe piles[J].G eotechnique,1991,41(4):587-598.

[51] Leong E C,Randolph M F.Finite element analyses of soil plug response[J].International Journal for Numerical and Analytical Methods in Geomechanics,1991,15(2):121-141.

[52] O'Neill M W,Raines R D.Load transfer for pipe piles in highly pressured dense sand[J].Journal of Geotechnical Engineering,1991,117(8):1208-1226.

[53] Lehane B M,Randolph M F.Evaluation of a minimum base resistance for driven pipe piles in siliceous sand[J].Journal of Geotechnical and Geoenvironmental Engineering,2002,128(3):198-205.

[54] Lehane B M,Gavin K G.Base resistance of jacked pipe piles in sand[J].Journal of Geotechnical and Geoenvironmental Engineering,2001,127(6):473-480.

[55] Paik K H,Lee S R.Behavior of soil plugs in open ended model piles driven into sands[J].Marine Georesources and Geotechnology,1993,11(4):353-373.

[56] A.De Nicola,M.F.Randolph.The plugging behavior of driven and jacked piles in sand[J].Geotechnique,1997,47(4):841-856.

[57] Brzezinski L S,Baba H U.Offshore open end steel tubular piles a case history[C]//Full Scale Testing and Foundation Design@sHonoring Bengt H.Fellenius.ASCE,2012:568-589.