参考文献

参考文献

[1] ACI(American Concrete Institute).ACI manual of concrete practice—Part 4:Bridges,substructures,sanitary,and other special structures-structural properties[Z].Detroit.1993.

[2] Akinmusuru J O.Horizontally loaded vertical plate anchors in sand[J].Journal of the Geotechnical Engineering Division(J.Geotech.Engrg.Div.),1978,104(2)：283-286.

[3] Allen J D,Reese L C.Small scale tests for the determination of p-y curves in layered soils[M].Proc.of 12th Offshore Technology Conference 3747.Dallas,Tex.,1980(2)：109-111.

[4] Alizadeh M,Davisson M T.Lateral Load tests on piles—Arkansas river project[J].Journal of the soil mechanics and foundations division,1970,96(5)：1583-1604.

[5] Anderson J B,Townsend F C,Grajales B.Case history evaluation of laterally loaded piles[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,129(3)：187-196.

[6] API(American Petroleum Institute).Recommended practice for planning,designing and constructing fixed offshore platforms-working stress design[R].Report RP 2AWSD,21th Edition.(美国石油研究所)2000.

[7] AS 3600.Australian standards on concrete structures[S].Cement and Concrete Association of Australia and Standards Australia,Sydney.1994.

[8] Ashour M A,Morris G,Pilling P.Lateral loading of a pile in layered soil using the strain wedge model[J].J.Geotech.Geoenviron.Engrg.,1998,124(4)：305-315.

[9] Ashour M,Norris G.Modeling lateral soil-pile response based on soil-pile interaction[J].J.Geotech.Geoenviron.Engrg.,2000,126(5)：420-428.

[10] Audibert J M E&Stevens J B.Re-examination of p-y curve formulations[C].11th Annual OTC.1979.

[11] Audibert J M E,Nyman K J.Soil restraint against horizontal motion of pipes[J].Proceedings of the Geotech.Engrg.Div.,1977,103(10)：1119-1142.

[12] Baguelin F,Franke R,Said Y H.Theoretical study of lateral reaction mechanism of piles[J].Geotechnique,1977,27(3)：405-434.

[13] Baguelin F,Frank R,Jezequel J F.Parameters for friction piles in marine soils[C].Proc.,2nd Int.Conf.Numerical Meth.in Offshore Piling,Inst.Civ.Engrs.,and Univ.of Texas,Austin,1982：197-214.

[14] Banerjee P K,Davies T G.The behaviour of axially and laterally loaded single piles embedded in non-homogeneous soils[J].Geotechnique,1978,28(3)：309-326.

[15] Barton Y O.Laterally loaded model piles in sand:centrifuge tests and finite element analyses[D].University of Cambridge.1982.

[16] Beckett D,Alexandrou A.Introduction to Eurocode 2(EC 2):Design of concrete structures[M].London,E&FN Spon,1997.

[17] Bhushan K,Askari S.Lateral load tests on drilled pier foundations for solar plant heliostats[J].Laterally loaded piles,ASTM STP 835,J.A.Langer(ed.),ASTM,1984：141-155.

[18] Bieniawski Z T.Engineering rock mass classifications[M].New York：John Wiley&Sons 1989.

[19] Biot M A.Bending of an infinite beam on an elastic foundation[J].Journal of Applied Mechanics,Trans.Am.Soc.Mech.Engrs.,1937,59：A1-A7.

[20] Bowles J E.Foundation analysis and design[M].New York,Mcgraw-Hill,4th edn.1988.

[21] Briaud J L,Tucker L.Coefficient of variation of in situ tests in sand[M].FHWA-2,Texas A&M University,FHWA,Texas.1983.

[22] Briaud J L.The pressuremeter.A.A.Balkema,Rotterdam,Netherlands.1992.

[23] Broms B.Lateral resistance of piles in cohesive soils[J].J.Soil Mech.and Found.Div.,ASCE,1964a,90(2)：27-63.

[24] Broms B.Lateral resistance of piles in cohesiveless soils[J].J.Soil Mech.and Found.Div.,ASCE,1964b,90(3)：123-156.

[25] Brown D A,Reese L C.Behavior of a large-scale pile group subjected to cyclic lateral loading[R].Report to the Minerals Management Services,U.S.Dept.of Interior,Reston,VA.Dept.of Research,FHWA,Washington DC and U.S.Army Engineer Waterways Experiment Station,Vicksburg,Mississippi.1985.

[26] Brown D A,Reese L C,O'Neill M W.Cyclic lateral loading of a large-scale pile group[J].Journal of the Geotechnical Engineering Division ASCE,1987,113(11)：1326-1343.

[27] Brown D A,Morrison C,Reese L C.Lateral load behavior of pile group in sand[J].J.Geotech.Engrg.Div.,ASCE,1988,114(11)：1261-1276.

[28] Brown D A,et al.Static and dynamic lateral loading of pile groups[R].NCHRP Report No.461,Transportation Research Board,Washington,USA.2001.

[29] BSI(British Standards Institution)Structural use of concrete[S].BS 8110,London,Parts 1-3.1985.

[30] Budhu M,Davies T G.Analysis of laterally loaded piles in soft clays[J].J.Geotech.Engrg.Div.,ASCE,1988,114(1)：21-39.

[31] Canadian Geotechnical Society.Canadian Foundation Engineering Manual[M].2nd ed.,The Foundations Committee,Canadian Geotechnical Society.1985.

[32] Cappozzoli L.Pile test program at St.Gabriel,Louisiana[M].Louis J.Cappozolli&Associates(unpublished).1968.

[33] Committee on piles subjected to earthquake.Lateral bearing capacity and dynamic behavior of pile foundation[J].Architectural institute of Japan(in Japan).1965：1-69.

[34] Cox W R,Reese L C,Grubbs B R.Field testing of laterally loaded piles in sand[C].Proceeding 6th Annual OTC,Houston,Tex.,2,1974：459-472.

[35] Cox W R,Dixon D A,Murphy B S.Lateral-load tests on 25.4mm(1in.)diameter piles in very soft clay in side-by-side and in-line groups[J].Proc.Laterally Loaded Deep Found.:Anal.and Perf.,SPT 835,ASTM,West Conshohochen,Pa.,1984：122-139.

[36] COM624P：Wang S T,Reese L C.COM624P-Laterally loaded pile analysis program for the microcomputer[M].Federal Highway Administration Publ.No.FHWA-SA-91-048,1993.

[37] D'Appolonia D J,Poulos H G,Ladd C C.Initial settlement of structures on clay[J].J.Soil Mech.and Found.div.,ASCE,1971,97(SM10)：1359-1377.

[38] Das B M.Pullout resistance of vertical anchors[J].J.Geotech.Engrg.Div.,ASCE,1975,101(1)：87-91.

[39] Das B M,Seeley G R.Passive resistance of inclined anchors in sand[J].J.Geotech.Engrg.Div.,ASCE,1975,101(3)：353-356.

[40] Das B M,Moreno R,Dallo K F.Ultimate pullout capacity of shallow vertical anchors in clay[J].Soils and Foundations(Soils and Found.),Japan,1985,25(2)：148-152.

[41] Davies T G,Budhu M.Non-linear analysis of laterally loaded piles in heavilyoverconsolidated clays[J].Geotechnique,1986,36(4)：527-538.

[42] Davisson M,Salley J.Model study of laterally loaded piles[J].J.Soil Mech.and Found.Div.,ASCE,1970,96(5)：1605-1627.

[43] Davisson M T,Gill H L.Laterally loaded piles in a layered soil system[J].J.Soil Mech.and Found.Div,ASCE,1963,89(SM3)：63-94.

[44] Dawson T H.Simplified analysis of offshore piles under cyclic lateral loads[J].Ocean Engineering,1980,7：553-562.

[45] De Beer E E.The effects of horizontal loads on piles due to surcharge or seismic effects[C].Proc.9 th ICSMFE,Tokyo,1977,3：547-558.

[46] Dickin E A,Leung C F.Centrifugal model tests on vertical anchor plates[J].J.Geotech.Engrg.Div.,ASCE,1983,109(12)：1503-1525.

[47] Dickin E A,Leung C F.Evaluation of design methods for vertical anchor plates[J].J.Geotech.Engrg.,ASCE,1985,111(4)：500-520.

[48] Duncan J M,Buchignani A L.An engineering manual for settlement studies.Department of civil Engineering,University of California,Berkeley,1976：94.

[49] Dunnavant T W,O'Neill M W.Experimental p-y model for submerged stiff clay[J].J.Geotech.Engrg.Div.,ASCE,1989,115(1)：95-114.

[50] Dyson G J,Randolph M F.Monotonic lateral loading of piles in calcareous sand[J].J.Geotech.Geoenviron.Engrg.,ASCE,2001,127(4)：346-352.

[51] EC2(EuroCode 2),Design of concrete structures—Part 1-1：General rules and rules for buildings[Z].ENV 1992-1-1,Brussels,Belgium.1992.

[52] Elson W K.Design of laterally-loaded piles[R].CIRIA report 103,Construction Industry Research and Information Association(CIRIA),London,86.1984.

[53] FHWA.COM624P-laterally loaded pile analysis program for the microcomputer[R].Report No.FHWA-SA-91-048,Washington,D.C.,USA.1993.

[54] Fleming W G K,Randolph A J,Elson W K.Piling engineering[M].London.Surrey University Press,1992.

[55] Focht J A,Jr,Kock K J.Rational analysis of the lateral performance of offshore pile groups[C].Proc.of 5 th OTC,Dallas,1973,2：701-708.

[56] Focht J A,McClelland B.Analysis of laterally loaded piles by difference equation solution[J].The Texas Engineer,Texas Section,ASCE.1955.

[57] FLPIER：Mc Vay M,Hays C & Hiot M.User's manual for Florida Pier,Version 5.0[Z].Department of Civil Engineering,University of Florida.1996.

[58] Francis A J.Analysis of pile groups with flexural resistance[J].J.Soil Mech.and Found.div.,ASCE,1964,90(SM3)：1-32.

[59] Franke E.Group action between vertical piles under horizontal loads[J].Proc.of the 1st Int.Geotechnical Seminar on Deep Foundations on Bored and Auger Piles,Ghent,Belgium,1988：83-93.

[60] Frantzen J,Stratten F W.Final report：p-y curve data for laterally loaded piles in shale and sandstone[R].Report No.FNWA-KS-87-2,Kansas Department of Transportation(DOT),Topeka,Kansas.1987.

[61] Gabr M A,Borden R H.Analysis of load deflection response of laterally loaded piers using DMT[J].Int.Symp.Penetration Testing,ISOPT-1,Orlando,Fla.,March,1988：245-253.

[62] Gandhi S R,Selvam S.Group effect on driven piles under lateral load[J].J.Geotech.Geoenviron.Engrg.,ASCE,1997,123(8)：702-709.

[63] Gazioglu S M,O'Neill M W.Evaluation of p-y relationships in cohesive soils[J].Analysis and design for pile foundations.ASCE,J.R.Meyer,ed.,1984：192-213.

[64] Ghaly A M.Load-displacement prediction for horizontally loaded vertical plates[J].J.Geotech.Geoenviron.Engrg.,ASCE,1997,123(1)：74-76.

[65] Gill H L.Soil-pile interaction under lateral loading[C].In situ investigations in soils and rocks.Proc.of the Conference organized by the British Geotechnical Society in London,13-15,May,1969：221-227.

[66] Gleser S M.Generalized behaviour of laterally loaded vertical piles[J].Laterally loaded deep foundations:Analysis and Performance,ASTM STP 835,1984：72-96.

[67] Gluskov G N.Design of installations embedded in soil[M].Moscow.Stroiizdat,1977.

[68] Golait Y S,Katti R K.Stress-strain idealization of Bombay High calcareous soils[C].Proc.8th Asian Reg.Conf.,ICC 86,1987,2：173-177.

[69] Golait Y S,Katti R K.Some aspects of behavior of piles in calcareous soil media under offshore loading conditions[J].In Jewell and Andrews(eds),Proc.of Engineering for calcareous sediments.Balkema,Rotterdam.1988：199-207.

[70] Golightly C R,Hyde A F L.Some fundamental properties of carbonate sands[J].In Jewell and Andrews(eds),Proc.of Engineering for calcareous sediments.Balkema,Rotterdam.1988：69-78.

[71] Guo W D.Subgrade modulus for laterally loaded piles[C].Proc.of the 8th International Conference Civil and Structural Engineering Computing,CIVILCOMP2001,Eisenstadt,nr Vienna,Austria.2001a.

[72] Guo W D.Lateral pile response due to interface yielding[C].Proc.of the 8th International Conference Civil and Structural Engineering Computing,CIVILCOMP2001,Eisenstadt,nr Vienna,Austria.2001b.

[73] Guo W D,Lee F H.Theoretical load transfer approach for laterally loaded piles[J].International Journal of Numerical and Analytical Methods in Geomechanics,2001,25(11)：1101-1129.

[74] Guo W D.On critical depth and lateral pile response[J].J.Geotech.Geoenviron.Engrg.,ASCE,New York(tentatively accepted).2002.

[75] Guo W D.Fixed-head laterally loaded pile[J].International Journal of Numerical and Analytical Methods in Geomechanics,under review.2004.

[76] Guo W D,Zhu B T.Laterally Loaded Fixed-head piles in Sand[C].Proc.of the 9th Australia New Zealand Conference on Geomechanics,8-11 February,2004 Auckland,New Zealand：2004：88-94.

[77] Habibagahi K,Langer J A.Horizontal subgrade modulus on Granular soils[J].Laterally loaded Deep Foundations:Analysis and Performance,ASTM,STP 835,American Society for Testing and Materials,1984：21-34.

[78] Hansen B J.The ultimate resistance of rigid piles against transversal forces[J].Bulletin 12.The Danish Geotechnical Institute,Copenhagen,Denmark,1961：5-9.[79] Hetenyi M.Beams on elastic foundations[M].Ann Arbor.University of Michigan Press.1946.

[80] Hoek E.Citing online sources：Practical Rock engineering[online].http：//www.rockscience.com/hoek/Practical Rock Engineering.asp[cited 10 April 2004].2000.

[81] Hoek E,Brown E T.The Hoek-Brown criterion-a 1988 update.Proc.15th Can.Rock Mech.Symp.,University of Toronto,Toronto,1988：31-38.

[82] Hoek E,Kaiser P K,Bawden W F.Support of underground excavations in hard rock[M].The Netherlands.Balkema,Rotterdam,1995.

[83] Hsu T C.Unified theory of reinforced concrete[J].CRC Press,Inc.,Boca Raton,Florida,USA.1993.

[84] Huang A B,O'Neill M W,Chern S,Chen C.Effects of construction on laterally loaded pile groups[J].J.Geotech.Engrg.Div.,ASCE,2001,127(5)：385-397.

[85] Hudson M J,Mostyn G,Wiltsie E A,Hyden A M.Properties of near surface Bass Strait soils[J].Proc.of Engineering for calcareous sediments,Jewell and Andrews(eds),Balkema,Rotterdam：1988：25-34.

[86] Ismael N F.Behavior of laterally loaded bored piles in cemented sands[J].J.Geotech.Geoenviron.Engrg.,ASCE,1990,116(11)：1678-1699.

[87] Ito T,Matsui T.Methods to estimate lateral force acting on stabilizing piles[J].Soils and Foundations(Soils and Found.),Japan,1975,15(4)：43-59.

[88] Jamiolkowski M,Garassino A.Soil modules for laterally loaded piles[C].Proc.9th International Conference on Soil Mechanics and Foundation Engineering(ICSMFE),Tokyo,1977：41-58.

[89] Jamiolkowski M,Ladd C C,Germaine J T,Lancellotta R.New development in field and laboratory testing of soils[J].Proc.,11th ICSFME,San Francisco,1985,1：57-154.

[90] Jeong S S,Won J O,Lee J H.Simplified 3D analysis of laterally loaded pile groups[C].Proc.of 2003 TRB Annual Conference.2003.

[91] Kishida H,Nakai S.Large deflection of a single pile under horizontal load[C].Proc.Specialty Session 10,9th ICSMFE,Tokyo,1977：87-92.

[92] Kishida H,Suzuki H,Nakai S.Behaviour of a pile under horizontal cyclic loading[C].Proc,11th Inter.Conf.on SMFE,Balkema,Rotterdam,The Netherlands,1985,3：1413-1416.

[93] Kubo K.Experimental study of the behavior of laterally loaded piles[R].Report 12(2),Transportation Technology Research Institute,Japan.1964.

[94] Kubo K.Experimental study of the behavior of laterally loaded piles[C].Proc.of the 6th ICSMFE,2,Montreal,Canada.1965.

[95] Kuhlemeyer R L.Static and dynamic laterally loaded floating piles[J].J.Geotech.Engrg.Div.,ASCE,1979a,105(2)：289-304.

[96] Kuhlemeyer R L.Bending element for circular beams and piles[J].J.Geotech.Engrg.Div.,ASCE,1979b,105(2)：325-330.

[97] Kulhawy F H,Mayne P W.Manual on estimating soil properties for foundation design[R].Rep.EL-6800,Electric power Research Institute,Palo Alto,Calif.,1990：5-1—5-25.

[98] Kulhawy F H,Mayne P W.Load-displacement behavior of laterally loaded rigid drilled shafts in clay[C].Piling and Deep Foundations,Proc.of the 4th International conference on piling and deep foundations,Stresa,Italy,7-12,April,1995,1991：409-413.

[99] Levacher D.Laterally loaded pile groups in sands[C].Piling:European practice and worldwide trends,Proc.of a conference organized by ICE,UK,London 7-9,1992：137-141.

[100] Levachev S N,Fedorovsky V G,Kurillo S V & Kolesnikov Y M.Piles in hydrotechnical engineering[J].A.A.Balkema Publishers,256 pp.2002.

[101] Lui E M.Structural steel design[M]//W.F.Chen(ed.).Handbook of structural engineering.New York：CRC Press,1997.

[102] Long J H,Reese L C.Testing and analysis of two offshore poles subjected to lateral loads[J].Laterally Loaded Deep Foundations:Analysis and Performance,ASTM,STP 835,American Society for Testing and Materials,Philadelphia,Pa.,1984：214-218.

[103] Long J,Maniaci M,Ball R.Results of lateral load tests on micropiles[J].Geosupport 2004：Drilled shafts,micropiling,deep mixing,remedial methods,and specialty foundation systems,Geotechnical special publication No.2004,124：122-133.

[104] Matlock H M,Reese L C.Generalized solutions for laterally loaded piles[J].J.Soil Mech.and Found.Div.,ASCE,1960,86(5)：63-91.

[105] Matlock H.Correlations for design of laterally loaded piles in soft clay[C].Proc.2nd OTC,OTC 1204,Houston,1970,1：577-594.

[106] Mayne P W,Kulhawy F H,Trautmann C H.Laboratory modeling of laterally-loaded drilled shafts in clay[J].J.Geotech.Engrg.Div.,ASCE,1995,121(12)：827-835.

[107] McClelland B,Focht J A Jr.Soil modulus for laterally loaded piles[J].Transactions,ASCE,1958,123：1049-1086.

[108] Mc Vay M,Bloomquist D,Vanderlinde D and Clausen J.Centrifuge modelling of laterally loaded pile groups in sands[J].Geotech.Testing J.ASTM,1994,17(2)：129-137.

[109] Mc Vay M C,Casper R,Shang T.Lateral response of three-row groups in loose to dense sands at 3D and 5D pile spacing[J].J.Geotech.Engrg.Div.,ASCE,1995,121(5)：436-441.

[110] Mc Vay M C,Hays C,Hiot M.User manual for FLRIDA-PILE program,version 5.0.University of Florida,Gainesville,Fla.1996.

[111] Mc Vay M,Zhang L M,Molnit T,Lai P.Centrifuge testing of large laterally loaded pile groups in sands[J].J.Geotech.Geoenviron.Engrg.ASCE,1998,124(10)：1016-1026.

[112] Meimon Y,Baguelin F,Jezequel J F.Pile group behavior under long time lateral monotonic and cyclic loading[C].Proc,3rd Int.Conf.on Num.Meth.on Offshore Piling,Institute Francais Du Petrole,Nantes,France,1986：286-302.

[113] Menard L.Comportement d'une Fondation Profonde soumise a des efforts de renversement[J].Sols-Soils,1962(3)：9-23.

[114] Merifield R S,Sloan S W,Yu H S Stability of plate anchors in undrained clay[J].Geotechnique,2001,51(2)：141-153.

[115] Meyerhof G G,Ranjan G.The bearing capacity of rigid piles under inclined loads in sand.I：vertical piles[J].Can.Geotech.J.,1972,9：430-446.

[116] Meyerhof G G,Yalcin A S,Mathur S K.Ultimate pile capacity for eccentric inclined load[J].J.Geotech.Engrg.Div.,ASCE,1983,109(3)：408-423.

[117] Mesri G.A re-evaluation of Su(mob)≈0.22'p using laboratory shear tests[J].Can.Geotech.J.,1989,26(1)：162-164.

[118] Mokwa R L,Duncan J M.Experimental evaluation of lateral-loaded resistance of pile caps[J].J.Geotech.Engrg.Div.,ASCE,2001,127(2)：185-192.

[119] Morrison C,Reese L C.A lateral load test of full-scale pile group in sand[R].Rep.No.GR86-1,Federal Highway Administration,Washington,D.C.1986.

[120] Murchison J M,O'Neill M W.Evaluation of p-y relationships in cohesionless soils[J].Analysis and design of pile foundations.ASCE,J.R.Meyer,ed.National Convention,San Francisco,1984：174-191.

[121] Nakai S,Kishida H.Nonlinear analysis of a laterally loaded pile[C].Proc.4th Int.Conf.on Geomechanics,Edmonton,Canada,1982：835-843.

[122] NAVFAC-DM7.2.Foundations and earth structures.Design Manual 7.2,Naval Facilities Engineering Command,US Dept.of the Navy,Alexandria,Va.(美国海军设计手册)1982.

[123] Neely W J,Stuart J G,Graham J.Failure loads of vertical anchor plates in sand[J].J.Soil Mech.and Found.Div.,ASCE,1973,99(SM9)：669-685.

[124] Ng C W W,Zhang L,Nip D C N.Response of laterally loaded large-diameter bored piles groups[J].J.Geotech.Geoenviron.Engrg.,ASCE,2001,127(8)：658-669.

[125] Nilson A H,Darwin D,Dolan C W.Design of concrete structures[M].13th Edition,New York：McGraw Hill,2004.

[126] Nixon J B.Verification of the weathered rock model for p-y curves[D].North Carolina State University,North Carolina,USA.2002.

[127] Novello E A.From static to cyclic p-y data in calcareous sediments[J].In Al-Shafei(ed.),Proc.of Engineering for calcareous sediments.Balkema,Rotterdam.1999：17-27.

[128] O'Neill M W,Gazioglu S M.An evaluation of p-y relationships in clays.A report to the American Petroleum Institute,PRAC 82-41-2[R].University of Houston,Texas.1984.

[129] O'Neill M W,Murchison J M.An evaluation of p-y relationships in sands[R].A report to the American Petroleum Institute,PRAC 82-41-1.University of Houston,Texas.1983.

[130] Poulos H G.Behaviour of laterally loaded piles：I-Single Piles[J].J.Soil Mech.and Found.Div,ASCE,1971a,97(SM 5)：711-731.

[131] Poulos H G.Behaviour of laterally loaded piles：II-Pile Groups[J].J.Soil Mech.and Found.Div.,ASCE,1971b,97(SM 5)：733-751.

[132] Poulos H G.Analysis of piles in soil undergoing lateral movement[J].JSMFD,ASCE,1973,99(SM5)：391-406.

[133] Poulos H G.Lateral load-deflection prediction for pile groups[J].Journal of the Soil Mechanics and Foundations Division,ASCE,101,1,1975：pp.19-34.

[134] Poulos H G.Settlement of single piles in nonhomogeneous soil[J].J.Geotech.Engrg.Div.,ASCE,1979,105(5)：627-641.

[135] Poulos H G.Development in the analysis of static and cyclic lateral response of piles[R].Research Report,No.R425,University of Sydney,1982,41pp.

[136] Poulos H G,Davis E H.Pile foundation analysis and design[M].New York.Wiley,1980.

[137] Poulos H G,Hull T S.The role of analytical mechanics in foundation engineering[J].Foundation Engineering,Current Principals and Practices,Proceedings of the congress sponsored by the Geotech.Engrg.Div.,ASCE,Evanston Illinois,1989(2)：1578-1606.

[138] Prakash S.Behavior of pile groups subjected to lateral loads[D].University of Illinois,Urbana,Ill.1962.

[139] Price G,Wardle I F.Horizontal load tests on steel piles in London clay[C].Proc.10th ICSMFE,Stockholm,Sweden,1981：803-808.

[140] Randolph M F.A theoretical study of the performance of piles[D].University of Cambridge.1977.

[141] Randolph M F.The response of flexible piles to lateral loading[J].Geotechnique,1981,31(2)：247-259.

[142] Randolph M F.PIGLET—a computer program for the analysis and design of pile groups under general loading conditions[R].Engineering dept.report,university of Cambridge,1983：69.

[143] Randolph M F,Houlsby G T.The limiting pressure on a circular pile loaded laterally in cohesive soil[J].Geotechnique,1984,34(4)：613-623.

[144] Randolph M F,Jewell R J,Poulos H G.Evaluation of pile lateral load performance[J].Proc.of Engineering for calcareous sediments,Balkema,Rotterdam：1988：639-645.

[145] Rao S N,Veeresh C.Influence of pile inclination on the lateral capacity[C].Proc.of4th Inc.Offshore and Polar Engineering Conf.1994：498-503.

[146] Rao S N,Ramakrishna V G S T,Raju G B.Behavior of pile-supported dolphins in marine clay under lateral loading[J].J.Geotech.Engrg.Div.,ASCE,1996,122(8)：607-612.

[147] Reese L C.Laterally loaded piles：program documentation[J].J.Geotech.Engrg.Div.,ASCE,1977,103(4)：287-305.

[148] Reese L C.Analysis of laterally loaded shafts in weak rock[J].J.Geotech.Geoenviron.Engrg.,ASCE,1997,123(11)：1010-1017.

[149] Reese L C,Cox W R.Soil behavior from analysis of tests of uninstrummented piles under lateral loading[J].Performance of Deep Foundations,ASTM SPT 444,1968：161-176.

[150] Reese L C,Cox W R,Koop F D.Analysis of laterally loaded piles in sand[C].Proc.,6th Annual OTC,Houston,Texas,America.1974：473-485.

[151] Reese L C,Cox W R,Koop F D.Field testing and analysis of laterally loaded piles in stiff clay[C].Proc.,7th Annual OTC,Houston,Texas,America.1975：672-690.

[152] Reese L C,Nyman K J.Field load test of instrumented drilled shafts at Islamorada,Florida[R].A Report to Girdler Foundation and Exploration Corporation(unpublished),Clearwater,Florida.1978.

[153] Resse L C,Wang S T.LPILE plus 3.0 for Windows technical manual[M].Texas：Ensoft,Inc,1997.

[154] Reese L C,Welch R C.Lateral loading of deep foundations in stiff clay[J].J.Geotech.Engrg.Div.,ASCE,1975,101(7)：633-649.

[155] Reese L C,Wright S G,Roesset J M,et al.Analysis of piles subjected to lateral loading by storm-generated waves[J].Proc.of Engineering for calcareous sediments：1988：647-654.Balkema,Rotterdam.

[156] Reese L C,Van Impe W F.Single piles and pile groups under lateral loading[M].A.A.Balkema Publishers,2001.

[157] Renfrey G E,Waterton C A,Goudoever P.van.Geotechncial data used for the design of the North Rankin“A”platform foundation[J].Proc.of Engineering for calcareous sediments：1988：343-355.Balkema,Rotterdam.

[158] Robertson P K,Davies M P,Campella R G.SPT-CPT design of laterally loaded driven piles using the flat dilatometer[J].Geotechnical Testing Journal(Geotech.Testing J.),1989,12(1)：30-38.

[159] Robinson K E.Horizontal subgrade reaction estimated from lateral loading tests on timber piles[J].Behavior of deep foundations,ASTM,STP 670,1979：520-536.

[160] Rollins K M,Peterson K T,Weaver T J.Lateral load behavior of full-scale pile group in clay[J].J.Geotech.Geoenviron.Engrg.ASCE,1998,124(6)：468-478.

[161] Rollins K M,Lane J D,Gerber T M.Measured and computed lateral response of a pile group in sand[J].J.Geotech.Engrg.Div.,ASCE,2005,131(1)：103-114.

[162] Rowe P K,Davis E H.The behavior of anchor plates in clay[J].Geotechnique,1982a,32(1)：9-23.

[163] Rowe P K,Davis E H.The behavior of anchor plates in sand[J].Geotechnique,1982b,32(1)：25-41.

[164] Rowe R K,Armitage H H.The design of piles socketed into weak rock[R].Research Report GEOT-11-84,The University of Western Ontario.1984.

[165] Ruesta P F,Townsend F C.Evaluation of laterally loaded pile group at Roosevelt bridge[J].J.Geotech.Geoenviron.Engrg.,ASCE,N.Y.,1997,123(12)：1153-1162.

[166] Sabatini P J,Bachus R C,Mayne P W,et al.Geotechnical Engineering Circular No.5-Evaluation of soil and rock properties[R].Rep.No.FHWA-IF-02-034.2002.

[167] Schmertmann J H.Guidelines for cone penetration test performance and design[R].Report FHWA-TS-78-209,U.S.DOT,Washington,1978：145.

[168] Schmidt H G.Group action of laterally loaded bored piles.Proc.10th ICSMFE,Boulimia Publishers,Stockholm,Sweden,1981,2：833-837.

[169] Schmidt H.Horizontal load tests on files of large diameter bored piles[C].Proc.11 th ICSMFE,San Francisco,2,1985：1569-1573.

[170] Serafim J L,Pereira J P.Considerations of the geomechanics classification of Bieniawski[J].In Proc.,International Symposium on Engineering Geology and Underground Construction,LNEC,Lisbon,Portugal,1,1983：II.33-II.42.

[171] Shibata T,Yashima A,Kimura M.Model tests and analyses of laterally loaded pile groups[J].Soils and Found.,1989,29(1)：31-44.

[172] Simons N E.Normally consolidated and lightly overconsolidated cohesive material[C].Proc.Conf.Settlement of Structures,Cambridge,1976：500-530.

[173] Skempton A W.The bearing capacity of clays[J].Building Research Congress,Division 1,part 3,London.1951.

[174] Sloan S W.Lower bound limit analysis using finite elements and linear programming[J].Int.J.Numer.Anal.Methods Geomech.,1988,12：61-67.

[175] Sloan S W,Kleeman P W.Upper bound limit analysis using discontinuous velocity fields[J].Comput.Methods Appl.Mech.Engng,1995,127：293-314.

[176] Smith J E.Deadman anchorages in sand[R].Tech.Rep.R.199,U.S.Naval CivilEngineering Laboratory,Washington,D.C.1962.

[177] Smith T D.Pressuremeter design method for single piles subjected to static lateral load[D].USA.Texas T&M University,1983.

[178] Stevens J,Audibert J.Re-examination of p-y curve formulations[C].Proc.11th Annual OTC,OTC 3402,Dallas,Houston,Vol.1,1979：397-403.

[179] Stewart D P.Lateral loading of piled bridge abutments due to embankment construction[D].Australia Univ.of Western Australia.1992.

[180] Sullian W R,Reese L C,Fenske C W.Unified method for analysis of laterally loaded piles in stiff clay[J].Numerical Methods in Offshore Piling.Proc.of a conference organized by the Institution of Civil Engineers,London,England,1980：135-146.

[181] Sun K.Laterally loaded piles in elastic media[J].J.Geotech.Engrg.Div.,ASCE,1994,120(8)：1324-1344.

[182] Teng W C.Foundation design[M].Prentice-hall Inc.,1962.

[183] Terzaghi K.Evaluation of coefficients of subgrade reaction[J].Geotechnique,1955,5(5)：297-326.

[184] Terzaghi K,Peck R B.Soil mechanics in engineering practice[M].New York：Wiley.1948：468.

[185] Trochanis A M,Bielak J,Christiano P.Three-dimensional non-linear study of piles[J].J.Geotech.Engrg.,ASCE,1991a,117(3)：429-447.

[186] Trochanis A M,Bielak J,Christiano P.Simplified model for analysis of one or two piles[J].J.Geotech.Engrg.,ASCE,1991b,117(3)：448-466.

[187] US Army Corps of Engineers.Design of pile foundations,technical engineering and design guides No.1[M].U.S.Army Corps of Engineers,Washington,D.C.(美国陆军工程师手册)1994.

[188] Vallabhan C V G,Das Y C.Parametric study of beams on elastic foundation[J].J.Engrg.Mech.,ASCE,1988,114(12)：2072-2082.

[189] Vallabhan C V G,Das Y C.Modified Vlasov Model for beams on elastic foundations[J].J.Geotech.Engrg.Div.,ASCE,1991a,117(6)：956-966.

[190] Vallabhan C V G,Das Y C.Analysis of circular tank foundations[J].J.Engrg.Mech.,ASCE,1991b,117(4)：789-797.

[191] Vesic A B.Beams on elastic subgrade and the Winkler's hypothesis[J].Proc.5th ICSMFE,Paris,France,1,1961：845-851.

[192] Wang S T,Reese L C.Study of design method for vertical drilled shaft retaining walls[R].Research Report 415-2F.Center for Transportation Research,Bureau of Engineering Research.Univ.of Texas,Austin.1986.

[193] Watkins R K,Spangler M G.Some characteristics of the modulus of passive resistance of soil：a study in similitude[J].Proc.of Highway Research Board,1958,37：576-583.

[194] Welch R C,Reese L C.Laterally loading of deep foundations in stiff clay[J].J.Geotech.Engrg.Div.,ASCE,1975,101(7)：633-649.

[195] Wesselink B D,Murff J D,Randolph M F,et al.Analysis of centrifuge model test data from laterally loaded piles in calcareous sand[C].Proc.,Inc.Conf.on Calcareous Sediments,Perth,Australia.In Jewell and Andrews(eds),Balkema,Rotterdam,1988：261-270.

[196] Whitney C S.Design of reinforced concrete members under flexure or combined flexure and direct compression[J].Journal of ACI,1937,33：483-498.

[197] Williams D J.The behavior of model piles in dense sand[D].University of Cambridge.1979.

[198] Williams A F,Dunnavant T W,Anderson S,et al.The performance and analysis of lateral load tests on 356 mm dia piles in reconstituted calcareous sand[C].Proc.,Inc.Conf.on Calcareous Sediments,Perth,Australia.Balkema,Rotterdam,1988：271-280.

[199] Wu D Q,Broms B B,Choa V.Design of laterally loaded piles in cohesive soils using p-y curves[J].Soils and Found.1999,38(2)：17-26.

[200] Zhang L-Y,Ernst H,Einstein H H.Nonlinear analysis of laterally loaded rocksocketed shafts[J].J.Geotech.Geoenviron.Engrg.,ASCE,2000,126(11)：955-968.[201] Zhang L,Silva F,Grismala R.Ultimate lateral resistance to piles in cohesionless soils[J].J.Geotech.Geoenviron.Engrg.,ASCE,2005,131(1)：78-83.

[202] Zhang L M,Mc Vay M C,Han S J,et al.Effects of dead loads on the lateral response of battered pile groups[J].Can.Geotech.J.,2002,39(3)：561-575.

[203] Zhang L M.Behavior of laterally loaded large-section barrettes[J].J.Geotech.Engrg.Div.,ASCE,2003,129(7)：639-648.

[204] 刘金砺.群桩横向承载力的分项综合效应系数计算法[J].岩土工程学报,1992,14(3)：9-19.

[205] 茜平一,刘祖德.黏性土中水平荷载桩的地基极限水平反力研究[J].土木工程学报,1996,29(2)：10-18.

[206] 沈珠江.桩的抗滑阻力和抗滑桩的极限设计[J].岩土工程学报,1992,14(1).

[207] 王惠初,武冬青,田平.黏土中横向静载桩P-Y曲线的一种新的统一法[J].河海大学学报,1991,19(1)：9-17.

[208] 杨敏,赵锡宏.分层土中的单桩分析法[J].同济大学学报,1992,20(4)：421-428.

[209] 杨敏,朱碧堂.堆载地基与邻近桩基的相互作用分析[J].水文地质工程地质,2002,29(3)：1-5,9.

[210] 杨敏,朱碧堂.堆载引起的土体侧移及其对邻近桩基作用的有限元分析[J].同济大学学报,2003a(7).

[211] 杨敏,朱碧堂.超载软土地基被动加固控制邻近桩基侧向位移的分析[J].建筑结构学报,2003b,24(4)：76-84.

[212] 杨敏,朱碧堂,陈福全.堆载引起某厂房坍塌事故的初步分析[J].岩土工程学报,2002,24(4)：446-450.

[213] 杨敏,朱碧堂,魏焕为.超载条件下工业厂房结构可靠性监控研究——勘察与土工试验报告[R].上海同济大学土木工程学院,2001.

[214] 桩基工程手册编写委员会.桩基工程手册[M].中国建筑工业出版社,北京：1995.