京津客运专线路基桩板复合地基沉降特性研究
|
摘要
软土地基上修建客运专线,路基沉降成为亟需解决的问题。作为从建筑工程中“嫁接”而来的一种新型地基处理方式,桩板复合地基具有沉降小、施工快、工期短、强度高、刚度大、稳定性和耐久性好、建筑成本适当、施工工艺简单、环保效果显著等特点。但是因其工作机理非常复杂,研究工作相对滞后,对其沉降特性的认识和计算不成熟,还未建立起系统的理论体系,相应的设计规范尚未形成,工程实践尚处于摸索和积累经验阶段,主要沿用常规复合地基理论和依靠经验进行设计,影响了其应用的科学性。
基于此,本文以京津客运专线为依托,采用理论分析、现场试验和数值计算等手段,首次较为系统地研究了桩板复合地基的在静、动力荷载作用下的沉降特性,分析了桩板复合地基结构参数对地基沉降影响的程度和规律。本文的主要研究内容和成果如下:
对京津客运专线桩板复合地基进行了现场试验研究,并对现场观测结果进行了分析,包括对单桩载荷试验、基桩低应变测试、地基沉降变形特性、地基土水平变形特性、孔隙水压力变化规律和桩土荷载分担规律的分析。
建立了桩板复合地基的三维数值计算模型,研究了桩板复合地基的沉降性状和附加应力的一般变化规律,分析了沉降特性的诸多影响因素,包括桩体参数(桩体长度、模量和间距)、垫层参数(垫层厚度和模量)、路堤填土高度和钢筋砼板参数(钢筋砼板厚度和模量)等对桩板复合地基沉降影响的程度和规律,对于桩板复合地基的设计和应用推广具有指导意义。
从系统的角度出发,运用耦合动力学思想,应用D'Alembert原理建立车辆和轨道运动方程,求解了高速列车动荷载时程曲线。在此基础上建立了客运专线路基桩板复合地基平面应变模型,分析了计算模型在高速列车动荷载作用下的动力响应规律,研究了列车移动速度和桩体相关参数对其动力指标的影响程度和规律。
根据对桩板复合地基静、动力荷载作用下沉降特性的计算分析,探讨了按沉降控制的桩板复合地基结构设计方法。将桩体长度和桩体间距作为设计参数,以沉降量或路基工后沉降量作为约束变量,用工程造价作为目标函数,对桩板复合地基按沉降控制进行结构设计是简单可行的。
In construction of Special Passenger Line in soft foundation,it is imperative to solve the key problem of subgrade settlement.Transplanted from civil engineering, pile-slab foundation works as a new effective means of foundation treatment.It bears so many advantages including:quick and short construction process,high bearing capacity and rigidness,good stability and durability,proper cost,uncomplicated construction techniques,and significant environmental safeguard.However,due to its complicated working mechanism,research work is by now somewhat lagging in that no theoretical system has been established to fulfill the calculation and exploration of settlement property,and no relevant design standards have been set.Moreover,the engineering practice has still been in the trial-and -error and experience accumulation procedure. Normal composite foundation theory and design experiences are mainly applied,thus hindering the scientific application of pile-slab foundation means.
Based on above analysis,this dissertation,via construction background of Beijing-Tianjin Special Passage Line,is intended to first systematically study the settlement properties of pile-slab foundation under dead and dynamic load and analyze regularity and extent of parameter effect of pile-slab foundation on foundation settlement.The methods of theoretical analysis,site experiment,numerical simulation etc.have been applied.The main research work and accomplishment of this dissertation are generalized as follows.
Site tests o f pile-slab foundation in Beijing-Tianjin Special Passage Line have been done,and site observation results have been analyzed including static load test of pile,integrity testing,deformation properties of ground settlement,lateral displacement property of ground,settlement regularity of pore water pressure,and pile-soil stress property.
3-D finite element model of pile-slab foundation is established to analyze the settlement properties of pile-slab foundation and varying pattern of additional stress.At the same time,some parameters,affecting the mechanic properties of pile-slab composite foundation are studied involving pile modulus,pile length,pile space, subgrade height,cushion thickness and its modulus,reinforced concrete slab modulus and its thickness.The results are of constructive significance to the design and application of pile-slab foundation.
From the viewpoint of system,coupled dynamic analysis model of vehicle-track was developed and vehicle/track coupled dynamic equation were derived based on the D'Alembert principle and solved.Curves of time history of dynamic load of vehicle was gained.Plain strain model of pile-slab composite foundation is developed to analyze the dynamic response law of calculation model under the high-speed train dynamic load.The law of motion speed and some relevant parameters affecting dynamic index of the pile-slab composite foundation has been further explored.
Based on the calculated analysis on settlement property of pile-slab foundation under static and dynamic load in chapterⅣandⅤ,the design method of controlling pile-slab foundation settlement is discussed.It is feasible and practicable to regard the pile length and pile space as structure design parameters,settlement or settlement of subgrade after acceptance as constraint variables,and engineering cost as goal function to make a settlement control structure design of pile-slab composite foundation.
基于此,本文以京津客运专线为依托,采用理论分析、现场试验和数值计算等手段,首次较为系统地研究了桩板复合地基的在静、动力荷载作用下的沉降特性,分析了桩板复合地基结构参数对地基沉降影响的程度和规律。本文的主要研究内容和成果如下:
对京津客运专线桩板复合地基进行了现场试验研究,并对现场观测结果进行了分析,包括对单桩载荷试验、基桩低应变测试、地基沉降变形特性、地基土水平变形特性、孔隙水压力变化规律和桩土荷载分担规律的分析。
建立了桩板复合地基的三维数值计算模型,研究了桩板复合地基的沉降性状和附加应力的一般变化规律,分析了沉降特性的诸多影响因素,包括桩体参数(桩体长度、模量和间距)、垫层参数(垫层厚度和模量)、路堤填土高度和钢筋砼板参数(钢筋砼板厚度和模量)等对桩板复合地基沉降影响的程度和规律,对于桩板复合地基的设计和应用推广具有指导意义。
从系统的角度出发,运用耦合动力学思想,应用D'Alembert原理建立车辆和轨道运动方程,求解了高速列车动荷载时程曲线。在此基础上建立了客运专线路基桩板复合地基平面应变模型,分析了计算模型在高速列车动荷载作用下的动力响应规律,研究了列车移动速度和桩体相关参数对其动力指标的影响程度和规律。
根据对桩板复合地基静、动力荷载作用下沉降特性的计算分析,探讨了按沉降控制的桩板复合地基结构设计方法。将桩体长度和桩体间距作为设计参数,以沉降量或路基工后沉降量作为约束变量,用工程造价作为目标函数,对桩板复合地基按沉降控制进行结构设计是简单可行的。
In construction of Special Passenger Line in soft foundation,it is imperative to solve the key problem of subgrade settlement.Transplanted from civil engineering, pile-slab foundation works as a new effective means of foundation treatment.It bears so many advantages including:quick and short construction process,high bearing capacity and rigidness,good stability and durability,proper cost,uncomplicated construction techniques,and significant environmental safeguard.However,due to its complicated working mechanism,research work is by now somewhat lagging in that no theoretical system has been established to fulfill the calculation and exploration of settlement property,and no relevant design standards have been set.Moreover,the engineering practice has still been in the trial-and -error and experience accumulation procedure. Normal composite foundation theory and design experiences are mainly applied,thus hindering the scientific application of pile-slab foundation means.
Based on above analysis,this dissertation,via construction background of Beijing-Tianjin Special Passage Line,is intended to first systematically study the settlement properties of pile-slab foundation under dead and dynamic load and analyze regularity and extent of parameter effect of pile-slab foundation on foundation settlement.The methods of theoretical analysis,site experiment,numerical simulation etc.have been applied.The main research work and accomplishment of this dissertation are generalized as follows.
Site tests o f pile-slab foundation in Beijing-Tianjin Special Passage Line have been done,and site observation results have been analyzed including static load test of pile,integrity testing,deformation properties of ground settlement,lateral displacement property of ground,settlement regularity of pore water pressure,and pile-soil stress property.
3-D finite element model of pile-slab foundation is established to analyze the settlement properties of pile-slab foundation and varying pattern of additional stress.At the same time,some parameters,affecting the mechanic properties of pile-slab composite foundation are studied involving pile modulus,pile length,pile space, subgrade height,cushion thickness and its modulus,reinforced concrete slab modulus and its thickness.The results are of constructive significance to the design and application of pile-slab foundation.
From the viewpoint of system,coupled dynamic analysis model of vehicle-track was developed and vehicle/track coupled dynamic equation were derived based on the D'Alembert principle and solved.Curves of time history of dynamic load of vehicle was gained.Plain strain model of pile-slab composite foundation is developed to analyze the dynamic response law of calculation model under the high-speed train dynamic load.The law of motion speed and some relevant parameters affecting dynamic index of the pile-slab composite foundation has been further explored.
Based on the calculated analysis on settlement property of pile-slab foundation under static and dynamic load in chapterⅣandⅤ,the design method of controlling pile-slab foundation settlement is discussed.It is feasible and practicable to regard the pile length and pile space as structure design parameters,settlement or settlement of subgrade after acceptance as constraint variables,and engineering cost as goal function to make a settlement control structure design of pile-slab composite foundation.
引文
[1]王其昌等.高速铁路土木工程.西南交通大学出版社,1999年11月
[2]卢祖文.解决关键技术,发展无碴轨道.中国铁路[J].2005(1):16-19
[3]卢祖文.高速铁路基础设施的重大技术问题[J].中国铁路[J].2004(8):11-13
[4]中华人民共和国行业标准.《铁路路基设计规范》(TB10001-25),中国铁道出版社,2005
[5]中华人民共和国行业标准.《新建时速300-350公里客运专线铁路设计暂行规定(上、下)》(铁建设[2007]47号),中国铁道出版社,2007
[6]胡建.浅谈秦沈客运专线东段软土及松软土基底上修筑路基的施工实践[J].路基工程.2002,6:50-54
[7]赵建峰.天津地基松软土判别标准的初步研究.岩土工程界[J].2002(4):55-56
[8]彭泽仁.秦沈客运专线路基技术特点.路基工程[J].2002(5):1-5
[9]孙宏林.客运专线土质路基地段铺设无碴轨道调研及分析[J].铁道标准设计.2005(5):1-5
[10]金守华.系统理解客运专线标准体系树立全新铁路建设理念(上).铁道建筑技术.2005(1):1-6
[11]金守华.系统理解客运专线标准体系树立全新铁路建设理念(下).铁道建筑技术.2005(2):1-8
[12]顾湘生.客运专线路基工程几个问题的讨论.铁道工程学报[J].2005(1):31-38
[13]尤昌龙.铁路客运专线路基沉降特性及其对策.铁道科学与工程学报[J].2005(2):9-12
[14]陈元元.客运专线松软土定义及判定标准的探讨.铁道标准设计[J].2007(6):52-54
[15]Josef Eisenmann.Railroad track structure for high-speed lines[J].Railroad Track Dynamics and Technology:39-61
[16]Spang,J.Protective blankets of track formations[J].Railway research engineering
[17]Ching S.Chang et.GEOTRACK Model for Railroad Track Performance.J.Geotech.Eng.Div.ASCE.1980:160(1):1201
[18]Kuang-Han Chu.C.Martin.TRACK FOUNDATION STRESSES UNDER VERTICAL LOADING.Rail International.1977
[19]张庆.日本铁路九州新干线板式无碴轨道介绍.中国铁路[J].2002(4):61-62
[20]Ian M Thoms.West Rail Update and Review of Related Maintenance.Environmental and Systems Integration Aspects.Rail Solutions Asia exhibition[C].2003
[21]John Carlisle.West Rail Permanent Way Floating Slab Track System.Rail Solutions Asia exhibition[C],2003
[22]铁道第三勘测设计院,铁道科学研究院,西南交通大学等.秦沈客运专线桥上无碴轨道设计技术条件[z].北京:铁道科学研究院,2001
[23]何华武.我国客运专线应大力发展无碴轨道.中国铁路[J].2005(1):11-15
[24]田春香.无碴轨道道岔区轨下基础受力分析.铁道工程学报[J].2006(5):48-50
[25]赵坪锐,刘学毅.板式轨道动力特性分析及参数研究[J].铁道建筑[J],2004(5):48-50
[26]叶阳升 周镜.铁路路基结构设计的探讨[J].铁道工程学报[J].2005(1):39-46
[27]龚晓南.复合地基理论及工程应用[M].北京:中国建筑工业出版社,2002:1-120
[28]龚晓南.21世纪岩土工程发展展望[J],岩土工程学报.2000,22(2),238-42
[29]阎明礼,张东刚.CFG桩复合地基技术及工程实践[M].北京:中国水利水电出版社,2001:1-92
[30]张爱军,谢定义.复合地基三维数值分析[M].北京:科学出版社,2004,2
[31]龚晓南.地基处理新技术[M].北京:中国水利水电出版社,2000
[32]高大钊,孙钧.岩土工程的回顾与前瞻[M].北京:人民交通出版社,2001年6月
[33]饶为国.桩-网复合地基沉降机理及设计方法研究[D].博士学位论文.北京:北京交通大学,2002
[34]饶为国,赵成刚.桩-网复合地基应力比分析与计算[J].土木工程学报.2002,2
[35]《土工合成材料工程应用手册》编委会.土工合成材料工程应用手册(第二版)[M].北京:中国建筑工业出版社,2000
[36]K.M.Lee and V.R.Manjunath.Soil-geotextile interface friction by direct shear tests..Canadian Geotechnical Journal,2000,37(1):238-252
[37]C.J.F.P.Jones,C.R.Lawson,D.J.Ayres.Geotextile reinforced piled embankments[A].Geotextile,Geomembranes and Related Products[C].Den Hoedt(ed.),1990,Balkema,Rotterdam,ISBN90:155-160
[38]Chew S H,Phoon H L,Loke K H,et.Geotextile Reinforced Pile Embankment-full-scale model tests[R]GeoAsia2004 Proceeding of the 3rd Asian regional conference on Geosynthetics-Now and Future of Geosynthetics in Civil Engineering.Hotel Seoul Education & Culture Center Seoul,Korea,2004,661-668
[39]Low B K,Tang S K,Choa V.Arching in piled embankments[J].Journal of Geotechnical Engineering,ASCE.1994,120(11):1917-1938
[40]郑榕明,张勇慧.桩帽设计中的厚板分析[J].岩石力学与工程学报.2004,24(6):1001-1006
[41]雷金波,姜弘道.带帽桩复合地基复合桩土应力比的计算及影响因素分析[J].岩土工程学报.2005,27(11):1300-1305
[42]雷金波,徐泽中,殷宗泽.带帽PTC管桩在深厚软土地基处理中的应用[J].路基工程.2006.6:119-121
[42]Jinoh Won,Sang-Yong Ahn etc.Nonlinear three-dimensional analysis of pile group supported columns considering pile cap flexibility[J].Computer and Geotechnics.2006,33(6):355-370
[43]A.V.Mendonca,J.B.de Paiva.A boundary element method for the static analysis of raft foundations on piles.Engineering Analysis with Boundary Elements[J].2000,24(3):237-247
[44]H.H.Zhang,J.C.Small.Analysis of capped pile groups subjected to horizontal and vertical loads.Computers and Geotechnics[J].2000,26(1):1-21
[45]冯海宁,龚晓南.刚性垫层复合地基的特性研究[J].浙江建筑.2002,2:26-28
[46]费康,刘汉龙,高玉峰.路堤下现浇薄壁管桩复合地基工作特性分析[J].岩土力学.2004,25(9):1390-1396
[47]Poulos,H.G.Analysis of the settlement of pile groups,Geotechnique,1968,Vol.18(3):449-471
[48]Poulos,H.G.& Davis,E.H.Pile foundation analysis and design,John Wiley & Sons,Inc.,New York,1980
[49]Poulos,H.G.Pile behavior theory and application,Geotechnique,1989,Vol.39(3):365-415
[50]Poulos,H.G.Modified calculation of pile-group settlement interaction,J.GE,ASCE,1988,Vol.114(6)
[51]M.Enoki,N.Yagi,R.Yatabe and E.Ichimoto,Shearing Characteristic of Composite Ground and It's Application to Stability Analysis[J].Deep Foundation Improvement:Design,Construction and Testing,ASTM,1991
[52]uran,Ilan,Riccobono,Oraccio.Reinforced Soft Soil with Artificially Cemented Compacted-sand Columns[J].Journal of Geotechnical Engineering,1991,117(7):1042-1060
[53]Yoshio Suruki,Deep Chemical Mixing Method Using Cement as Harding Agent Symposion on Recent Development in Ground Improvement Techniques,Bangkok,1982
[54]Omine K,Ohno S.Deformation analysis of composite ground by homogenization method[A].Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering[C].Rotterdam:BalkemaA A,1997.719-722
[55]张捷.地基处理中双层地基的应力与变形分析[D].上海:同济大学,1999
[56]张士乔.水泥土的应力应变关系及搅拌桩破坏特性研究[D].杭州:浙江大学,1992
[57]张土乔,龚晓南,曾国熙.水泥土桩复合地基复合模量计算.第三届全国地基处理学犬讨论会论文集.浙江大学出版社,1992:141-143
[58]曾朝杰,曹名葆.水泥土搅拌桩复合地基沉降实用计算方法[A].复合地基理论与实践学术讨论会文集[C].杭州:浙江大学出版社.1996:234-238
[59]杨涛.路堤荷载下柔性悬桩复合地基的沉降分析[J].岩土工程学报,2000,22(6):741-743
[60]邓永锋,刘松玉,洪振舜.水泥土搅拌桩复合地基变形模量确定的一种新方法[J].公路交通科技,2005,22(3):13-16
[61]黄宏伟,姚韫海,陈昌伟.基础板对水泥土桩加固复合地基应力和沉降的影响[J].建筑结构.1999,12
[62]刘一林,谢康和,潘秋元等.水泥搅拌桩复合地基变形特性初探[J].复合地基,1990:265-269
[63]段继伟,龚晓南,曾国熙.单桩带台复合地基的有限元分析[[J].地基处理,1994,5(2):5-12
[64]温晓贵.复合地基三维性状数值分析田.杭州:浙江大学博士学位论文,1999
[65]郑刚,姜忻良等.水泥搅拌桩荷载传递机理研究.土木工程学报[J].2002 35(5):82-86
[66]郑刚,刘润.减沉桩与土相互作用机理工程实例与有限元分析[J].天津大学学报,2001,34(2):209-213
[67]郑刚,张慧东,刘双菊.承台(基础)-桩不同构造形式下桩土相互作用分析[J].工业建筑.2006,36(6):65-69
[68]杨涛,李国维.路堤荷载下不排水桩复合地基固结特性的数值分析[J].工业建筑.2007,37(11):615-63
[69]杨涛.柔性基础下复合地基下卧层沉降特性的数值分析[J]_岩土力学,2003,24(1):53-56
[70]杨涛.路堤荷载下柔性悬桩复合地基的沉降分析[[J].岩土工程学报,2000,22(6):741-743
[71]杨涛.复合地基沉降计算理论、位移反分析模型和二灰土桩软基加固试验研究[D].南京:河海大学博士学价论文,1997
[72]施建勇,邹坚.深层搅拌桩复合地基沉降计算理论研究[J].岩土力学,2002,23(3):309-316
[73]李海芳,龚晓南.路堤下复合地基沉降影响因素有限元分析[J].中国公路学报.2005,35(6):49-51
[74]李海芳,温晓贵,龚晓南.路堤荷载下复合地基加固区压缩量的解析算法[J].土木工程学报.2005,38(3):77-80
[75]李海芳,龚晓南.填土荷载下复合地基加固区压缩量的简化算法[J].固体力学学报.2005,26(1):111-114
[76]韩杰,叶书麟.复合地基应力特性分析[J].工程勘察,1993,5:1-5
[77]韩杰,叶书麟.碎石桩复合地基的有限元分析[[J].岩土工程学报,1992(增刊),13-19
[78]吴永红.碎石桩复合地基的弹塑性有限元分析[A].首届全国岩土力学与工程青年工作者学术讨论会论文集[C].杭州:浙江大学出版社,1992:514-517
[79]郑东明,吕镇江.CFG桩复合地基褥垫层效用的有限元分析[J].地下空间.1999,19(2):89-92
[80]郑东明,吴海宁.竖向荷载作用下深层搅拌桩复合地基三维有限元分析[J].江苏建筑.1999,3:25-29
[81]李宁,韩煊.单桩复合地基加固机理数值试验研究[[J].岩土力学,1999,20(4):42-49
[82]韩煊,李宁.复合地基中群桩相互作用机理数值试验研究[[J].土木工程学报.1999,32(4):75-80
[83]池跃君,沈伟,宋二祥.桩体复合地基桩土相互作用的解析法[[J].岩土力学,2002,23(5):546-550
[84]池跃君,宋二祥,陈肇元.刚性桩复合地基竖向承载特性分析[[J].工程力学.2003,20(4):9-14
[85]池跃君,宋二祥,陈肇元.刚性桩复合地基沉降计算方法的探讨及应用[[J].土木工程学报.2003,36(11):19-24
[86]池跃君,沈伟,宋二祥.垫层破坏模式的探讨及其桩土应力比的关系[[J],工业建筑.2001,31(11):9-11
[87]葛忻声,龚晓南,张先明.长短桩复合地基有限元分析及设计计算方法探讨.建筑结构学报[J].2003,24(4):91-96
[88]葛忻声,龚晓南,白晓红.高层建筑复合桩基的整体性状分析[J].岩土工程学报.2003,25(6):758-760
[89]Weiming Liu and Milos Novak,Soil-pile-cap static interaction analysis by finite and infinite elements.Journal of Canadian Geotechnical Journal.1991,12(28):1208-6010
[90]龚晓南.土工计算机分析[M].中国建筑工业出版社.2000,10
[91]钱家欢,殷宗泽.土工原理与计算[M].中国水利水电出版社,1999年5月
[92]梁昌俊.水泥土桩的非线性有限元分析[J].岩土工程界.2004,7(9):31-33
[93]刘杰,张可能.复合地基荷载传递规律及变形计算[J].中国公路学报.2004,17(1):20-23
[94]刘杰,张可能.路堤荷载下复合地基变形及荷载传递规律研究[J].铁道学报.2003,25(3):107-111
[95]刘杰,张可能.柔性基础下群桩复合地基荷载传递规律及计算[J].岩土力学.2003,24(2):178-182
[96]Juran,Ilan,Riccobono.Reinforced Soft Soil with Artificially Cemented Compacted sand Columns.Journal of Geotechnical Engineering,1991,117(7):1042-1060
[97]D.T.Bergardo,F.L.Lam.Full Scale load Test of Granular Piles with Different Densities and Different Proportions of Gravel and Sand on Soft Bangkok Clay.Soils and Foundations.1987,27(1):86-93
[98]C.F.Leung,T.S.Tang.Load Distribution in Soft Clay Reinforced by Sand Columns.Proceedings of the International Conference on Soft soil Engineering.Science Press.Beijing,China.1993
[99]Jones C J F P,Lawson C.R.Geotextile reinforced piled embankment.Proc.4th Int.Conf.on Geotextiles:Geomembranes and related products.Den Hoedt.1990
[100]Han J.,Babr M.A.Numerical analysis of Geosynthetic-reinforced and pile-supported earth platforms over soft soil.J of Geotechnical and Geoemvironmental Engineering.ASCE.2002,128(1):44-53
[101]Jie Huang,James G.Colin,Jie Han.3D numerical modeling of a geosynthetic-reinforced pile-supported embankment-stress and displacement analysis.Proceedings 16th International Conference on Soil Mechanics and Foundation Engineering,Japan,August 25-29.2005:913-916
[102]Sa C.T.,Palmeira E.M.,Dellabianca L.M.A..Numerical analysis of reinforced embankments on soft soils.Landmarks in Earth Reinforcement,Ochiaietal,Swets &Zeitlinger,2001
[103]A.Asnoka,T.Kodaka,M.Nozu.Improvement of Deep Soft Clay with Sand Science Press,Beijing,China.1993
[104]R.W.Cooke.Axially loaded piles and pile groups embedded in a cross-anisotropic soil,Geotechaical,Div,ASCE.1977,119:230-42
[105]H.G.Poulos.Piled raft foundation:design and applications.Geotechnique.2001,1.51(2):95-113
[106]C.F.Leung.Observation of the foundation loading and settlement of a muiti-storey building on a piled raft foundation in London clay.Proc.Instn,Civ.Engrs.Part1,1981:70-89
[107]Han J,Akins K.Use of geogrid-reinforced and pile-supported earth structures.Proceedings of International Deep Foundation Congress,ASCE,2002,Orlando,668-679.
[108]Kempfert,Heitz,Raithel.Geogrid reinforced Railway Embankment on Piles.ICGGE-2004
[109]Hewlett W.J.,Randolph M.F.Analysis of Piled Embankment.Ground Engineering.1988,21(3):12-18
[110]Alexiew D A,Vogel W.Reinforced embankments on piles for railroads.German experience Geotechnics for roads,rail tracks and earth structures,Gomes and Brandl(eds.),Balkema,Netherlands,2001:267-274
[111]李军世,李克钏.高速铁路路基动力反应的有限元分析[J].铁道学报,1995,17(1):66-75
[112]张玉娥,潘昌实.地铁区间隧道列车振动响应测试与数值分析[J].石家庄铁道学院学报,1993,6(2):7-14
[113]翟辉,刘维宁.地铁列车引起的低频地表响应及减振措施研究[J].都市快轨交通,2005,18(4):101-105
[114]夏禾,张楠.车辆与结构动力相互作用.[M].北京:科学出版社,2005
[115]甘惠琳,曹雪琴.车速提高对桥梁竖向振动影响的随机摸拟分析[J].上海铁道大学学报,1990,11(4):45-54
[116]梁波,蔡英.不平顺条件下高速铁路路基的动力分析[J].铁道学报,1999,21(2):84-88)
[117]潘昌实,Pande G N.黄土隧道列车动荷载响应有限元初步数据分析研究[J].土木工程学报,1984,17(4):19-28
[118]梁波,张艳美等.京秦提速工程车-路动力仿真与试验对比研究[J].工程力学,2004,21(1)
[119]Lamaran G,Derdas Menon.Evaluation of Dynamic load on rail track sleepers Based on Vehicle-track Modeling and Analysis[J].International Journal of Structural Stability and Dynamics,2002,2(3):355-374
[120]Auke Ditzel,Gerard Herman.Elastic Waves Generated by high-speed trains[J].Journal of Computational Acoustics,2001,9(3):833-843
[121]Ono K,Yamada M.Analysis of railway track vibration[J].Journal of Sound and Vibration,1989,130(2):269-297
[122]翟婉明.车辆一轨道耦合动力学[M].北京:中国铁道出版社.2001:79-97
[123]翟婉明,王其昌.轮轨动力分析模型研究[J].铁道学报.1994,16(1):64-71
[124]张韵青.列车荷载作用下周围物体的动力响应解[J].铁道学报.2003,25(4):85-88
[125]刘维宁,张韵青.轨道结构在移动荷载作用下的周期解析解[J].工程力学.2004,21(5):100-103
[126]雷震宇,周顺华,许恺.列车动荷载对下立交结构的影响分析[J].岩石力学与工程学报.2004,23(20):3536-3540
[127]刘学毅.轮轨空间耦合振动分析模型及其应用[J].铁道学报.1998,20(3):102-108
[128]雷晓燕,陈水生.高速铁路轨道结构空间动力分析[J].铁道学报.2000,22(5):76-80
[129]苏谦,蔡英.高速铁路路基结构空间时变系统耦合动力分析[J].西南交通大学学报.2001,36(5):509-513
[130]练松良,黄俊飞.客货共运线路轨道不平顺不利波长的分析研究[J].铁道学报.2004,26(2):111-115
[131]长沙铁道学院随机振动研究室.关于机车车辆/轨道系统随机激励函数的研究[J].长沙铁道学院学报.1985(2):1-36
[132]罗强,蔡英.高速铁路路桥过渡段的动力学性能分析[J].工程力学.1999,16(5):65-70
[133]王冬梅,辛涛,高亮.轨道不平顺对直线电机轨道交通系统动力特性的影响[J].铁道标准设计.2007,7:36-38
[134]聂志红,刘宝琛,李亮.移动荷载作用下轨道路基动力响应分析[J].中国铁道科学.2006,27(2):15-19
[135]娄平,曾庆元.移动荷载作用下板式轨道的有限元分析[J].交通运输工程学报.2004,4(1):29-33
[136]Labra,J.J.An axially stressed railroad rack on an elastic continuum subjected to a moving load.Acta Mechanica,1975,22(1):113-129
[137]Dieterman,H.A.Metrikine,A.V.Steady-state displacements of a beam on an elastic half-space due to a uniformly moving constant load,European Journal of Mechanics,A/Solids,1997,16(2):295-306
[138]Fryba,L.Vibration of solids and structures under moving loads.Noordhoff international publishing,Groningen,The Netherlands.1972
[139]Sheng,X,C.Jones,M.Petyt.Ground vibration generated by a harmonic load acting on a railway track.Journal of Sound and Vibration.1999,255(1):3-28
[140]Norwegian Geotechnical Institute NGI Report No.515136-1 Vibration criteria for road and rail traffic Vibbase-A database for measured vibration from road and rail traffic.1995
[141]铁道部科学研究院铁道建筑研究所.我国干线轨道不平顺功率谱的研究(TY-1215)[R].北京:铁道部科学研究院,1999
[142]张泉 罗强.遂渝铁路刚性路基动应力测试分析[J].铁道标准设计.2006,2:18-20
[143]曾树谷.铁路轨道动力测试技术[M].北京:中国铁道出版社,1988
[144]王开云,翟婉明,蔡成标.秦沈客运专线轨道谱与德国轨道谱的比较[J].西南交通大学 学报.2007,42(4):425-430
[145]陈宪麦,杨凤春,吴旺青,柴雪松.秦沈客运专线轨道谱评判方法的研究[J].铁道学报.2006,28(4):84-88
[146]聂志红,李亮,刘宝琛,阮波.秦沈客运专线路基振动测试分析[J].岩石力学与工程学报.2005,24(6):1067-1071
[147]律文田,王永和.秦沈客运专线路桥过渡段路基动应力测试分析[J].岩石力学与工程学报.2004,23(3):500-504
[148]陈火红,于军泉.MSC.Marc/Mentat 2003基础与应用实例[M].北京:科学出版社,2004
[149]梁清香,张根全.有限元与Marc实现[M].北京:机械工业出版社,2003
[150]Jacob J.B Esterhuizen,J.Michael Duncan,Consititutive Behavior of Geosynthetic Interfaces,Journal of Geotechnical and Geoenvironmental Engineering,2001,10
[151]殷宗泽,朱泓,许国华.土与结构材料接触面的变形及其数学模拟[J].岩土工程学报,1994,16(5)
[152]张冬雾,卢廷浩.一种土与结构接触面模型的建立及其应用[J].岩土工程学报,1998,11(6)
[153]王水林,葛修润,章光.材料交界面上连续应力分析的改进拉氏乘子法[J].应用力学学报,2000,17(1)
[154]陈开旭,安关峰,鲁亮.采用有厚度接触单元对桩基沉降的研究.岩土力学[J],2000,20(1)
[155]董必昌.岩土工程仿真中接触单元和相关参数研究[D].华中科技大学博士学位论文.2005
[156]新建北京至天津城际轨道交通工程工程地质勘查报告.铁道部第三勘察设计院.2005,5
[157]新建北京至天津城际轨道交通工程松软及软土路基(DK81+906-DK84+210.98段)物理力学指标统计表.铁道部第三勘察设计院.2005,5
[158]客运专线路基沉降控制措施及变形观测技术研究试验研究报告.《客运专线路基沉降控制措施及变形观测技术研究试验》课题组.2007,12
[159]京沪高速铁路CFG桩复合地基综合技术研究阶段报告.《京沪高速铁路CFG桩复合地基综合技术研究》课题组.2007,6
[160]李海芳.路堤荷载下复合地基沉降计算方法研究[D].浙江大学博士学位论文.2004
[161]沈聚敏等.抗展工程学[M].北京:中国建筑工业出版社.2000
[162]吴世明.土动力学[M].北京:中国建筑工业出版社.2000
[163]谢定义.土动力学[M].西安:西安交通大学出版社.1988
[164]杨桂通.土动力学[M].北京:中国建材工业出版社.2000
[165]杨永斌,郭世荣等.高速列车所引致之土壤振动分析[M].台湾财团法人中兴工程顾问社.1995.12
[166]申跃奎.地铁激励下振动的传播规律及建筑物隔振减振研究[J].同济大学博士学位论文.2007
[167]廖振鹏.工程波动理论导论(第二版)[M].北京:科学出版社,2002
[168]刘晶波,杜修力.结构动力学[M].机械工业出版社.2005
[169]克拉夫等著.王光远等译.结构动力学[M].北京:科学技术出版社,1981
[170]Dong,R.G.Sankar,S.Dukkipati,R.V.Finite element model of railway track and ites application to the wheel flat problem.Proceedings of the Institution of Mechanical Engineers.Part F:Journal of Rail and Rapid Transit,1994,208(1)
[171]Cai Zhenqi.Modelling of rail track dynamics and wheel/rail interaction.Ph.D.thesis of Canada Queen's University at Kingston.1992
[172]Maffeis,A.Scandella,L.Stupazzini,M.Vanini.Numerical prediction of low frequency ground vibrations induced by high-speed trains at Ledsgaard.Sweden[J],Soil Dynamics and Earthquake Engineering.2003,23(6)
[173]Takemiya.H.Field vibration mitigation by honeycomb WIB for pile foundations of a high-speed train viaduct[J].Soil Dynamics and Earthquake Engineering.2004,24(1)
[174]Fujikake T.A prediction method for the propagation of ground vibration from railway trains[J].Journal of Sound and Vibration.1986,111 (2)
[175]Madshus.C.Bessason.B.Harvikk.L.Prediction model for low frequency vibration from high speed railways on soft ground[J].Journal of Sound and Vibration.1996,193(1)
[176]Takemiya.H.Simulation of track-ground vibrations due to a high-speed train:the case of X-2000 at Ledsgard[J].Journal of Sound and Vibration.2003,261(3)
[177]Jorgen J.Ground vibration from rail traffic[J].Journal of Low Frequency Noise and Vibration.1987,6(3)
[178]Takemiya.H.Fei.G and Sukeyasu.Y.2-D Transient soil-surface foundation interaction and wave propagation by time domain BEM[j].Earthquake Engineering and Structural Dynamics.1994,23
[179]Tkemiya.H.and Sukeyasu.Y.Transient response of rigid strip foundations on a half-space/stratum soul due to impulsive loads.Computer Methods and Advances in Geomechanics.1994,2
[180]Takemiya.H.Substructure simulation of inhomogeneous track and layered ground dynamic interaction under train passage[J].Journal of Engineering Mechanics.2005,131(7)
[181]Dawn.T.M.Ground vibrations from passing trains.Journal of Sound and Vibration.1979,8
[182]Madshus,C.Kaynia.High-speed railway lines on soft ground:dynamic behavior at critical train speed.Journal of Sound and Vibration.2000,231(3)
[183]Kaynia,Amir M.Madshus.Ground vibration from high-speed trains:Prediction and countermeasure.Journal of Geotechnical and Geoenvironmental Engineering.2000,126(6)
[184]Bahrekazemi,Mehdi.Effects of lime cement soil stabilization against train induced ground vibrations.Geotechnical Special Publication.2003,120(1)
[185]Takemiya.H.Analyses of wave field from high-speed train on viaduct at shallow/deep soft grounds.Journal of Sound and Vibration.2007,310(3)
[186]Galvin.P,Dominguez.J.Analysis of ground motion due to moving surface loads induced by high-speed trains.Engineering Analysis with Boundary Elements.2007,31(11)
[187]Hakan Lane,Torbjorn Ekevid,Per Kettil.Vehicle-track-underground modeling of rail induced wave propagation.Computers & Structures.2007,85(15)
[188]Karlstrom.A,Bostrom.A.An analytical model for train-induced ground vibrations from railways.Journal of Sound and Vibration.2006,29(2)
[189]X.Sheng,C.J.C.Jones,D.J.Thompson.A theoretical study on the influence of the track on train-induced ground vibration.Journal of Sound and Vibration.2004,272(5)
[190]X.Sheng,C.J.C.Jones,D.J.Thompson.A theoretical model for ground vibration from trains generated by vertical track irregularities.Journal of Sound and Vibration.2004,272(5)
[2]卢祖文.解决关键技术,发展无碴轨道.中国铁路[J].2005(1):16-19
[3]卢祖文.高速铁路基础设施的重大技术问题[J].中国铁路[J].2004(8):11-13
[4]中华人民共和国行业标准.《铁路路基设计规范》(TB10001-25),中国铁道出版社,2005
[5]中华人民共和国行业标准.《新建时速300-350公里客运专线铁路设计暂行规定(上、下)》(铁建设[2007]47号),中国铁道出版社,2007
[6]胡建.浅谈秦沈客运专线东段软土及松软土基底上修筑路基的施工实践[J].路基工程.2002,6:50-54
[7]赵建峰.天津地基松软土判别标准的初步研究.岩土工程界[J].2002(4):55-56
[8]彭泽仁.秦沈客运专线路基技术特点.路基工程[J].2002(5):1-5
[9]孙宏林.客运专线土质路基地段铺设无碴轨道调研及分析[J].铁道标准设计.2005(5):1-5
[10]金守华.系统理解客运专线标准体系树立全新铁路建设理念(上).铁道建筑技术.2005(1):1-6
[11]金守华.系统理解客运专线标准体系树立全新铁路建设理念(下).铁道建筑技术.2005(2):1-8
[12]顾湘生.客运专线路基工程几个问题的讨论.铁道工程学报[J].2005(1):31-38
[13]尤昌龙.铁路客运专线路基沉降特性及其对策.铁道科学与工程学报[J].2005(2):9-12
[14]陈元元.客运专线松软土定义及判定标准的探讨.铁道标准设计[J].2007(6):52-54
[15]Josef Eisenmann.Railroad track structure for high-speed lines[J].Railroad Track Dynamics and Technology:39-61
[16]Spang,J.Protective blankets of track formations[J].Railway research engineering
[17]Ching S.Chang et.GEOTRACK Model for Railroad Track Performance.J.Geotech.Eng.Div.ASCE.1980:160(1):1201
[18]Kuang-Han Chu.C.Martin.TRACK FOUNDATION STRESSES UNDER VERTICAL LOADING.Rail International.1977
[19]张庆.日本铁路九州新干线板式无碴轨道介绍.中国铁路[J].2002(4):61-62
[20]Ian M Thoms.West Rail Update and Review of Related Maintenance.Environmental and Systems Integration Aspects.Rail Solutions Asia exhibition[C].2003
[21]John Carlisle.West Rail Permanent Way Floating Slab Track System.Rail Solutions Asia exhibition[C],2003
[22]铁道第三勘测设计院,铁道科学研究院,西南交通大学等.秦沈客运专线桥上无碴轨道设计技术条件[z].北京:铁道科学研究院,2001
[23]何华武.我国客运专线应大力发展无碴轨道.中国铁路[J].2005(1):11-15
[24]田春香.无碴轨道道岔区轨下基础受力分析.铁道工程学报[J].2006(5):48-50
[25]赵坪锐,刘学毅.板式轨道动力特性分析及参数研究[J].铁道建筑[J],2004(5):48-50
[26]叶阳升 周镜.铁路路基结构设计的探讨[J].铁道工程学报[J].2005(1):39-46
[27]龚晓南.复合地基理论及工程应用[M].北京:中国建筑工业出版社,2002:1-120
[28]龚晓南.21世纪岩土工程发展展望[J],岩土工程学报.2000,22(2),238-42
[29]阎明礼,张东刚.CFG桩复合地基技术及工程实践[M].北京:中国水利水电出版社,2001:1-92
[30]张爱军,谢定义.复合地基三维数值分析[M].北京:科学出版社,2004,2
[31]龚晓南.地基处理新技术[M].北京:中国水利水电出版社,2000
[32]高大钊,孙钧.岩土工程的回顾与前瞻[M].北京:人民交通出版社,2001年6月
[33]饶为国.桩-网复合地基沉降机理及设计方法研究[D].博士学位论文.北京:北京交通大学,2002
[34]饶为国,赵成刚.桩-网复合地基应力比分析与计算[J].土木工程学报.2002,2
[35]《土工合成材料工程应用手册》编委会.土工合成材料工程应用手册(第二版)[M].北京:中国建筑工业出版社,2000
[36]K.M.Lee and V.R.Manjunath.Soil-geotextile interface friction by direct shear tests..Canadian Geotechnical Journal,2000,37(1):238-252
[37]C.J.F.P.Jones,C.R.Lawson,D.J.Ayres.Geotextile reinforced piled embankments[A].Geotextile,Geomembranes and Related Products[C].Den Hoedt(ed.),1990,Balkema,Rotterdam,ISBN90:155-160
[38]Chew S H,Phoon H L,Loke K H,et.Geotextile Reinforced Pile Embankment-full-scale model tests[R]GeoAsia2004 Proceeding of the 3rd Asian regional conference on Geosynthetics-Now and Future of Geosynthetics in Civil Engineering.Hotel Seoul Education & Culture Center Seoul,Korea,2004,661-668
[39]Low B K,Tang S K,Choa V.Arching in piled embankments[J].Journal of Geotechnical Engineering,ASCE.1994,120(11):1917-1938
[40]郑榕明,张勇慧.桩帽设计中的厚板分析[J].岩石力学与工程学报.2004,24(6):1001-1006
[41]雷金波,姜弘道.带帽桩复合地基复合桩土应力比的计算及影响因素分析[J].岩土工程学报.2005,27(11):1300-1305
[42]雷金波,徐泽中,殷宗泽.带帽PTC管桩在深厚软土地基处理中的应用[J].路基工程.2006.6:119-121
[42]Jinoh Won,Sang-Yong Ahn etc.Nonlinear three-dimensional analysis of pile group supported columns considering pile cap flexibility[J].Computer and Geotechnics.2006,33(6):355-370
[43]A.V.Mendonca,J.B.de Paiva.A boundary element method for the static analysis of raft foundations on piles.Engineering Analysis with Boundary Elements[J].2000,24(3):237-247
[44]H.H.Zhang,J.C.Small.Analysis of capped pile groups subjected to horizontal and vertical loads.Computers and Geotechnics[J].2000,26(1):1-21
[45]冯海宁,龚晓南.刚性垫层复合地基的特性研究[J].浙江建筑.2002,2:26-28
[46]费康,刘汉龙,高玉峰.路堤下现浇薄壁管桩复合地基工作特性分析[J].岩土力学.2004,25(9):1390-1396
[47]Poulos,H.G.Analysis of the settlement of pile groups,Geotechnique,1968,Vol.18(3):449-471
[48]Poulos,H.G.& Davis,E.H.Pile foundation analysis and design,John Wiley & Sons,Inc.,New York,1980
[49]Poulos,H.G.Pile behavior theory and application,Geotechnique,1989,Vol.39(3):365-415
[50]Poulos,H.G.Modified calculation of pile-group settlement interaction,J.GE,ASCE,1988,Vol.114(6)
[51]M.Enoki,N.Yagi,R.Yatabe and E.Ichimoto,Shearing Characteristic of Composite Ground and It's Application to Stability Analysis[J].Deep Foundation Improvement:Design,Construction and Testing,ASTM,1991
[52]uran,Ilan,Riccobono,Oraccio.Reinforced Soft Soil with Artificially Cemented Compacted-sand Columns[J].Journal of Geotechnical Engineering,1991,117(7):1042-1060
[53]Yoshio Suruki,Deep Chemical Mixing Method Using Cement as Harding Agent Symposion on Recent Development in Ground Improvement Techniques,Bangkok,1982
[54]Omine K,Ohno S.Deformation analysis of composite ground by homogenization method[A].Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering[C].Rotterdam:BalkemaA A,1997.719-722
[55]张捷.地基处理中双层地基的应力与变形分析[D].上海:同济大学,1999
[56]张士乔.水泥土的应力应变关系及搅拌桩破坏特性研究[D].杭州:浙江大学,1992
[57]张土乔,龚晓南,曾国熙.水泥土桩复合地基复合模量计算.第三届全国地基处理学犬讨论会论文集.浙江大学出版社,1992:141-143
[58]曾朝杰,曹名葆.水泥土搅拌桩复合地基沉降实用计算方法[A].复合地基理论与实践学术讨论会文集[C].杭州:浙江大学出版社.1996:234-238
[59]杨涛.路堤荷载下柔性悬桩复合地基的沉降分析[J].岩土工程学报,2000,22(6):741-743
[60]邓永锋,刘松玉,洪振舜.水泥土搅拌桩复合地基变形模量确定的一种新方法[J].公路交通科技,2005,22(3):13-16
[61]黄宏伟,姚韫海,陈昌伟.基础板对水泥土桩加固复合地基应力和沉降的影响[J].建筑结构.1999,12
[62]刘一林,谢康和,潘秋元等.水泥搅拌桩复合地基变形特性初探[J].复合地基,1990:265-269
[63]段继伟,龚晓南,曾国熙.单桩带台复合地基的有限元分析[[J].地基处理,1994,5(2):5-12
[64]温晓贵.复合地基三维性状数值分析田.杭州:浙江大学博士学位论文,1999
[65]郑刚,姜忻良等.水泥搅拌桩荷载传递机理研究.土木工程学报[J].2002 35(5):82-86
[66]郑刚,刘润.减沉桩与土相互作用机理工程实例与有限元分析[J].天津大学学报,2001,34(2):209-213
[67]郑刚,张慧东,刘双菊.承台(基础)-桩不同构造形式下桩土相互作用分析[J].工业建筑.2006,36(6):65-69
[68]杨涛,李国维.路堤荷载下不排水桩复合地基固结特性的数值分析[J].工业建筑.2007,37(11):615-63
[69]杨涛.柔性基础下复合地基下卧层沉降特性的数值分析[J]_岩土力学,2003,24(1):53-56
[70]杨涛.路堤荷载下柔性悬桩复合地基的沉降分析[[J].岩土工程学报,2000,22(6):741-743
[71]杨涛.复合地基沉降计算理论、位移反分析模型和二灰土桩软基加固试验研究[D].南京:河海大学博士学价论文,1997
[72]施建勇,邹坚.深层搅拌桩复合地基沉降计算理论研究[J].岩土力学,2002,23(3):309-316
[73]李海芳,龚晓南.路堤下复合地基沉降影响因素有限元分析[J].中国公路学报.2005,35(6):49-51
[74]李海芳,温晓贵,龚晓南.路堤荷载下复合地基加固区压缩量的解析算法[J].土木工程学报.2005,38(3):77-80
[75]李海芳,龚晓南.填土荷载下复合地基加固区压缩量的简化算法[J].固体力学学报.2005,26(1):111-114
[76]韩杰,叶书麟.复合地基应力特性分析[J].工程勘察,1993,5:1-5
[77]韩杰,叶书麟.碎石桩复合地基的有限元分析[[J].岩土工程学报,1992(增刊),13-19
[78]吴永红.碎石桩复合地基的弹塑性有限元分析[A].首届全国岩土力学与工程青年工作者学术讨论会论文集[C].杭州:浙江大学出版社,1992:514-517
[79]郑东明,吕镇江.CFG桩复合地基褥垫层效用的有限元分析[J].地下空间.1999,19(2):89-92
[80]郑东明,吴海宁.竖向荷载作用下深层搅拌桩复合地基三维有限元分析[J].江苏建筑.1999,3:25-29
[81]李宁,韩煊.单桩复合地基加固机理数值试验研究[[J].岩土力学,1999,20(4):42-49
[82]韩煊,李宁.复合地基中群桩相互作用机理数值试验研究[[J].土木工程学报.1999,32(4):75-80
[83]池跃君,沈伟,宋二祥.桩体复合地基桩土相互作用的解析法[[J].岩土力学,2002,23(5):546-550
[84]池跃君,宋二祥,陈肇元.刚性桩复合地基竖向承载特性分析[[J].工程力学.2003,20(4):9-14
[85]池跃君,宋二祥,陈肇元.刚性桩复合地基沉降计算方法的探讨及应用[[J].土木工程学报.2003,36(11):19-24
[86]池跃君,沈伟,宋二祥.垫层破坏模式的探讨及其桩土应力比的关系[[J],工业建筑.2001,31(11):9-11
[87]葛忻声,龚晓南,张先明.长短桩复合地基有限元分析及设计计算方法探讨.建筑结构学报[J].2003,24(4):91-96
[88]葛忻声,龚晓南,白晓红.高层建筑复合桩基的整体性状分析[J].岩土工程学报.2003,25(6):758-760
[89]Weiming Liu and Milos Novak,Soil-pile-cap static interaction analysis by finite and infinite elements.Journal of Canadian Geotechnical Journal.1991,12(28):1208-6010
[90]龚晓南.土工计算机分析[M].中国建筑工业出版社.2000,10
[91]钱家欢,殷宗泽.土工原理与计算[M].中国水利水电出版社,1999年5月
[92]梁昌俊.水泥土桩的非线性有限元分析[J].岩土工程界.2004,7(9):31-33
[93]刘杰,张可能.复合地基荷载传递规律及变形计算[J].中国公路学报.2004,17(1):20-23
[94]刘杰,张可能.路堤荷载下复合地基变形及荷载传递规律研究[J].铁道学报.2003,25(3):107-111
[95]刘杰,张可能.柔性基础下群桩复合地基荷载传递规律及计算[J].岩土力学.2003,24(2):178-182
[96]Juran,Ilan,Riccobono.Reinforced Soft Soil with Artificially Cemented Compacted sand Columns.Journal of Geotechnical Engineering,1991,117(7):1042-1060
[97]D.T.Bergardo,F.L.Lam.Full Scale load Test of Granular Piles with Different Densities and Different Proportions of Gravel and Sand on Soft Bangkok Clay.Soils and Foundations.1987,27(1):86-93
[98]C.F.Leung,T.S.Tang.Load Distribution in Soft Clay Reinforced by Sand Columns.Proceedings of the International Conference on Soft soil Engineering.Science Press.Beijing,China.1993
[99]Jones C J F P,Lawson C.R.Geotextile reinforced piled embankment.Proc.4th Int.Conf.on Geotextiles:Geomembranes and related products.Den Hoedt.1990
[100]Han J.,Babr M.A.Numerical analysis of Geosynthetic-reinforced and pile-supported earth platforms over soft soil.J of Geotechnical and Geoemvironmental Engineering.ASCE.2002,128(1):44-53
[101]Jie Huang,James G.Colin,Jie Han.3D numerical modeling of a geosynthetic-reinforced pile-supported embankment-stress and displacement analysis.Proceedings 16th International Conference on Soil Mechanics and Foundation Engineering,Japan,August 25-29.2005:913-916
[102]Sa C.T.,Palmeira E.M.,Dellabianca L.M.A..Numerical analysis of reinforced embankments on soft soils.Landmarks in Earth Reinforcement,Ochiaietal,Swets &Zeitlinger,2001
[103]A.Asnoka,T.Kodaka,M.Nozu.Improvement of Deep Soft Clay with Sand Science Press,Beijing,China.1993
[104]R.W.Cooke.Axially loaded piles and pile groups embedded in a cross-anisotropic soil,Geotechaical,Div,ASCE.1977,119:230-42
[105]H.G.Poulos.Piled raft foundation:design and applications.Geotechnique.2001,1.51(2):95-113
[106]C.F.Leung.Observation of the foundation loading and settlement of a muiti-storey building on a piled raft foundation in London clay.Proc.Instn,Civ.Engrs.Part1,1981:70-89
[107]Han J,Akins K.Use of geogrid-reinforced and pile-supported earth structures.Proceedings of International Deep Foundation Congress,ASCE,2002,Orlando,668-679.
[108]Kempfert,Heitz,Raithel.Geogrid reinforced Railway Embankment on Piles.ICGGE-2004
[109]Hewlett W.J.,Randolph M.F.Analysis of Piled Embankment.Ground Engineering.1988,21(3):12-18
[110]Alexiew D A,Vogel W.Reinforced embankments on piles for railroads.German experience Geotechnics for roads,rail tracks and earth structures,Gomes and Brandl(eds.),Balkema,Netherlands,2001:267-274
[111]李军世,李克钏.高速铁路路基动力反应的有限元分析[J].铁道学报,1995,17(1):66-75
[112]张玉娥,潘昌实.地铁区间隧道列车振动响应测试与数值分析[J].石家庄铁道学院学报,1993,6(2):7-14
[113]翟辉,刘维宁.地铁列车引起的低频地表响应及减振措施研究[J].都市快轨交通,2005,18(4):101-105
[114]夏禾,张楠.车辆与结构动力相互作用.[M].北京:科学出版社,2005
[115]甘惠琳,曹雪琴.车速提高对桥梁竖向振动影响的随机摸拟分析[J].上海铁道大学学报,1990,11(4):45-54
[116]梁波,蔡英.不平顺条件下高速铁路路基的动力分析[J].铁道学报,1999,21(2):84-88)
[117]潘昌实,Pande G N.黄土隧道列车动荷载响应有限元初步数据分析研究[J].土木工程学报,1984,17(4):19-28
[118]梁波,张艳美等.京秦提速工程车-路动力仿真与试验对比研究[J].工程力学,2004,21(1)
[119]Lamaran G,Derdas Menon.Evaluation of Dynamic load on rail track sleepers Based on Vehicle-track Modeling and Analysis[J].International Journal of Structural Stability and Dynamics,2002,2(3):355-374
[120]Auke Ditzel,Gerard Herman.Elastic Waves Generated by high-speed trains[J].Journal of Computational Acoustics,2001,9(3):833-843
[121]Ono K,Yamada M.Analysis of railway track vibration[J].Journal of Sound and Vibration,1989,130(2):269-297
[122]翟婉明.车辆一轨道耦合动力学[M].北京:中国铁道出版社.2001:79-97
[123]翟婉明,王其昌.轮轨动力分析模型研究[J].铁道学报.1994,16(1):64-71
[124]张韵青.列车荷载作用下周围物体的动力响应解[J].铁道学报.2003,25(4):85-88
[125]刘维宁,张韵青.轨道结构在移动荷载作用下的周期解析解[J].工程力学.2004,21(5):100-103
[126]雷震宇,周顺华,许恺.列车动荷载对下立交结构的影响分析[J].岩石力学与工程学报.2004,23(20):3536-3540
[127]刘学毅.轮轨空间耦合振动分析模型及其应用[J].铁道学报.1998,20(3):102-108
[128]雷晓燕,陈水生.高速铁路轨道结构空间动力分析[J].铁道学报.2000,22(5):76-80
[129]苏谦,蔡英.高速铁路路基结构空间时变系统耦合动力分析[J].西南交通大学学报.2001,36(5):509-513
[130]练松良,黄俊飞.客货共运线路轨道不平顺不利波长的分析研究[J].铁道学报.2004,26(2):111-115
[131]长沙铁道学院随机振动研究室.关于机车车辆/轨道系统随机激励函数的研究[J].长沙铁道学院学报.1985(2):1-36
[132]罗强,蔡英.高速铁路路桥过渡段的动力学性能分析[J].工程力学.1999,16(5):65-70
[133]王冬梅,辛涛,高亮.轨道不平顺对直线电机轨道交通系统动力特性的影响[J].铁道标准设计.2007,7:36-38
[134]聂志红,刘宝琛,李亮.移动荷载作用下轨道路基动力响应分析[J].中国铁道科学.2006,27(2):15-19
[135]娄平,曾庆元.移动荷载作用下板式轨道的有限元分析[J].交通运输工程学报.2004,4(1):29-33
[136]Labra,J.J.An axially stressed railroad rack on an elastic continuum subjected to a moving load.Acta Mechanica,1975,22(1):113-129
[137]Dieterman,H.A.Metrikine,A.V.Steady-state displacements of a beam on an elastic half-space due to a uniformly moving constant load,European Journal of Mechanics,A/Solids,1997,16(2):295-306
[138]Fryba,L.Vibration of solids and structures under moving loads.Noordhoff international publishing,Groningen,The Netherlands.1972
[139]Sheng,X,C.Jones,M.Petyt.Ground vibration generated by a harmonic load acting on a railway track.Journal of Sound and Vibration.1999,255(1):3-28
[140]Norwegian Geotechnical Institute NGI Report No.515136-1 Vibration criteria for road and rail traffic Vibbase-A database for measured vibration from road and rail traffic.1995
[141]铁道部科学研究院铁道建筑研究所.我国干线轨道不平顺功率谱的研究(TY-1215)[R].北京:铁道部科学研究院,1999
[142]张泉 罗强.遂渝铁路刚性路基动应力测试分析[J].铁道标准设计.2006,2:18-20
[143]曾树谷.铁路轨道动力测试技术[M].北京:中国铁道出版社,1988
[144]王开云,翟婉明,蔡成标.秦沈客运专线轨道谱与德国轨道谱的比较[J].西南交通大学 学报.2007,42(4):425-430
[145]陈宪麦,杨凤春,吴旺青,柴雪松.秦沈客运专线轨道谱评判方法的研究[J].铁道学报.2006,28(4):84-88
[146]聂志红,李亮,刘宝琛,阮波.秦沈客运专线路基振动测试分析[J].岩石力学与工程学报.2005,24(6):1067-1071
[147]律文田,王永和.秦沈客运专线路桥过渡段路基动应力测试分析[J].岩石力学与工程学报.2004,23(3):500-504
[148]陈火红,于军泉.MSC.Marc/Mentat 2003基础与应用实例[M].北京:科学出版社,2004
[149]梁清香,张根全.有限元与Marc实现[M].北京:机械工业出版社,2003
[150]Jacob J.B Esterhuizen,J.Michael Duncan,Consititutive Behavior of Geosynthetic Interfaces,Journal of Geotechnical and Geoenvironmental Engineering,2001,10
[151]殷宗泽,朱泓,许国华.土与结构材料接触面的变形及其数学模拟[J].岩土工程学报,1994,16(5)
[152]张冬雾,卢廷浩.一种土与结构接触面模型的建立及其应用[J].岩土工程学报,1998,11(6)
[153]王水林,葛修润,章光.材料交界面上连续应力分析的改进拉氏乘子法[J].应用力学学报,2000,17(1)
[154]陈开旭,安关峰,鲁亮.采用有厚度接触单元对桩基沉降的研究.岩土力学[J],2000,20(1)
[155]董必昌.岩土工程仿真中接触单元和相关参数研究[D].华中科技大学博士学位论文.2005
[156]新建北京至天津城际轨道交通工程工程地质勘查报告.铁道部第三勘察设计院.2005,5
[157]新建北京至天津城际轨道交通工程松软及软土路基(DK81+906-DK84+210.98段)物理力学指标统计表.铁道部第三勘察设计院.2005,5
[158]客运专线路基沉降控制措施及变形观测技术研究试验研究报告.《客运专线路基沉降控制措施及变形观测技术研究试验》课题组.2007,12
[159]京沪高速铁路CFG桩复合地基综合技术研究阶段报告.《京沪高速铁路CFG桩复合地基综合技术研究》课题组.2007,6
[160]李海芳.路堤荷载下复合地基沉降计算方法研究[D].浙江大学博士学位论文.2004
[161]沈聚敏等.抗展工程学[M].北京:中国建筑工业出版社.2000
[162]吴世明.土动力学[M].北京:中国建筑工业出版社.2000
[163]谢定义.土动力学[M].西安:西安交通大学出版社.1988
[164]杨桂通.土动力学[M].北京:中国建材工业出版社.2000
[165]杨永斌,郭世荣等.高速列车所引致之土壤振动分析[M].台湾财团法人中兴工程顾问社.1995.12
[166]申跃奎.地铁激励下振动的传播规律及建筑物隔振减振研究[J].同济大学博士学位论文.2007
[167]廖振鹏.工程波动理论导论(第二版)[M].北京:科学出版社,2002
[168]刘晶波,杜修力.结构动力学[M].机械工业出版社.2005
[169]克拉夫等著.王光远等译.结构动力学[M].北京:科学技术出版社,1981
[170]Dong,R.G.Sankar,S.Dukkipati,R.V.Finite element model of railway track and ites application to the wheel flat problem.Proceedings of the Institution of Mechanical Engineers.Part F:Journal of Rail and Rapid Transit,1994,208(1)
[171]Cai Zhenqi.Modelling of rail track dynamics and wheel/rail interaction.Ph.D.thesis of Canada Queen's University at Kingston.1992
[172]Maffeis,A.Scandella,L.Stupazzini,M.Vanini.Numerical prediction of low frequency ground vibrations induced by high-speed trains at Ledsgaard.Sweden[J],Soil Dynamics and Earthquake Engineering.2003,23(6)
[173]Takemiya.H.Field vibration mitigation by honeycomb WIB for pile foundations of a high-speed train viaduct[J].Soil Dynamics and Earthquake Engineering.2004,24(1)
[174]Fujikake T.A prediction method for the propagation of ground vibration from railway trains[J].Journal of Sound and Vibration.1986,111 (2)
[175]Madshus.C.Bessason.B.Harvikk.L.Prediction model for low frequency vibration from high speed railways on soft ground[J].Journal of Sound and Vibration.1996,193(1)
[176]Takemiya.H.Simulation of track-ground vibrations due to a high-speed train:the case of X-2000 at Ledsgard[J].Journal of Sound and Vibration.2003,261(3)
[177]Jorgen J.Ground vibration from rail traffic[J].Journal of Low Frequency Noise and Vibration.1987,6(3)
[178]Takemiya.H.Fei.G and Sukeyasu.Y.2-D Transient soil-surface foundation interaction and wave propagation by time domain BEM[j].Earthquake Engineering and Structural Dynamics.1994,23
[179]Tkemiya.H.and Sukeyasu.Y.Transient response of rigid strip foundations on a half-space/stratum soul due to impulsive loads.Computer Methods and Advances in Geomechanics.1994,2
[180]Takemiya.H.Substructure simulation of inhomogeneous track and layered ground dynamic interaction under train passage[J].Journal of Engineering Mechanics.2005,131(7)
[181]Dawn.T.M.Ground vibrations from passing trains.Journal of Sound and Vibration.1979,8
[182]Madshus,C.Kaynia.High-speed railway lines on soft ground:dynamic behavior at critical train speed.Journal of Sound and Vibration.2000,231(3)
[183]Kaynia,Amir M.Madshus.Ground vibration from high-speed trains:Prediction and countermeasure.Journal of Geotechnical and Geoenvironmental Engineering.2000,126(6)
[184]Bahrekazemi,Mehdi.Effects of lime cement soil stabilization against train induced ground vibrations.Geotechnical Special Publication.2003,120(1)
[185]Takemiya.H.Analyses of wave field from high-speed train on viaduct at shallow/deep soft grounds.Journal of Sound and Vibration.2007,310(3)
[186]Galvin.P,Dominguez.J.Analysis of ground motion due to moving surface loads induced by high-speed trains.Engineering Analysis with Boundary Elements.2007,31(11)
[187]Hakan Lane,Torbjorn Ekevid,Per Kettil.Vehicle-track-underground modeling of rail induced wave propagation.Computers & Structures.2007,85(15)
[188]Karlstrom.A,Bostrom.A.An analytical model for train-induced ground vibrations from railways.Journal of Sound and Vibration.2006,29(2)
[189]X.Sheng,C.J.C.Jones,D.J.Thompson.A theoretical study on the influence of the track on train-induced ground vibration.Journal of Sound and Vibration.2004,272(5)
[190]X.Sheng,C.J.C.Jones,D.J.Thompson.A theoretical model for ground vibration from trains generated by vertical track irregularities.Journal of Sound and Vibration.2004,272(5)