中国高速铁路通用建造技术研究及应用
|
摘要
我国高速铁路设计速度高,控制标准严,覆盖区域广,建设速度快,工程建设过程中解决了许多科学问题和技术难题,取得了重要突破和创新成果,其中通用建造技术创新成果及应用对中国高速铁路快速发展发挥了重要作用。介绍了标准跨度桥梁的刚度与变形控制技术,分析了采用预制架设施工技术与旋挖钻成桩技术带来的桥梁建造速度优势;揭示了软弱土层刚性桩加固机理及对缩短路基变形稳定时间的影响;分析了基于全过程围岩变形控制理论及支护-围岩协同作用的钻爆机械化施工技术特点,以及对变形控制效果及效率的作用;阐述了不同类型无砟轨道的结构原理,提出采用非缓凝聚羧酸减水剂配制高早强混凝土的技术路线,提高了无砟轨道混凝土预制件生产效率。
The high-speed railway in China boasts high design speed,demanding control standards,vast covering areas and fast construction speed.A number of scientific problems and technological challenges have been solved during the process of project construction while major breakthroughs and innovations have been achieved,among which,the general construction technological innovations and their application have played an important role in promoting the rapid development of high-speed railway in China.For this reason,this paper presented the stiffness and deformation control technology of simply-supported box beam with standard span,and analyzed the bridge construction speed improvement resulted from the application of prefabrication and erection technology and auger drill pile forming technology.On the basis of the elaboration of the reinforcement mechanism of rigid pile in the soft soil layer and its influence on the reduction of subgrade deformation stabilization time,the paper further analyzed the characteristics of drilling-blasting mechanized construction technology based on whole-process surrounding rock deformation control theory and the synergistic effect of support and surrounding rock,as well as its influence on deformation control effect and efficiency.Moreover,this paper elaborated the structures and theories for different types of ballastless tracks,and proposed the technical roadmap of preparing high early strength concrete with non-retarding polycarboxylate superplasticizer,which improves the production efficiency of the prefabricated concrete parts for ballastless track.
The high-speed railway in China boasts high design speed,demanding control standards,vast covering areas and fast construction speed.A number of scientific problems and technological challenges have been solved during the process of project construction while major breakthroughs and innovations have been achieved,among which,the general construction technological innovations and their application have played an important role in promoting the rapid development of high-speed railway in China.For this reason,this paper presented the stiffness and deformation control technology of simply-supported box beam with standard span,and analyzed the bridge construction speed improvement resulted from the application of prefabrication and erection technology and auger drill pile forming technology.On the basis of the elaboration of the reinforcement mechanism of rigid pile in the soft soil layer and its influence on the reduction of subgrade deformation stabilization time,the paper further analyzed the characteristics of drilling-blasting mechanized construction technology based on whole-process surrounding rock deformation control theory and the synergistic effect of support and surrounding rock,as well as its influence on deformation control effect and efficiency.Moreover,this paper elaborated the structures and theories for different types of ballastless tracks,and proposed the technical roadmap of preparing high early strength concrete with non-retarding polycarboxylate superplasticizer,which improves the production efficiency of the prefabricated concrete parts for ballastless track.
引文
[1]中华人民共和国铁道部.铁建设[2004]157号京沪高速铁路设计暂行规定[S].北京:中国铁道出版社,2005.
[2]北方交通大学.京沪高速铁路常用跨度连续梁桥设计研究动力分析计算[R].北京:北方交通大学,2003.
[3]中国铁道科学研究院.京沪高速铁路常用跨度连续梁桥设计研究动力分析计算[R].北京:中国铁道科学研究院,2003.
[4]铁道第四勘察设计院,中铁三局集团有限公司,中铁四局集团有限公司,等.京沪高速铁路徐沪段桥梁桩基础试验研究报告[R].武汉:铁道第四勘察设计院,2006.
[5]高亮.高速铁路无缝线路关键技术研究与应用[M].北京:中国铁道出版社,2012.
[6]赵国堂.高速铁路无碴轨道结构[M].北京:中国铁道出版社,2006.
[7]中国铁道科学研究院,高速铁路系统试验国家工程实验室,京沪高速铁路公司,等.京沪高速铁路综合试验研究总报告[R].北京:中国铁道科学研究院,2011.
[8]苏木标,李建中,梁志广.铁路简支梁桥竖向有载频率研究[J].铁道学报,2001,23(2):76-80.SU Mubiao,LI Jianzhong,LIANG Zhiguang.Study on Vertical Loaded Frequencies of Railway Simply Supported Beam Bridges[J].Journal of the China Railway Society,2001,23(2):76-80.
[9]黎国清.秦沈客运专线常用跨度桥梁的动力分析[J].铁道学报,2002,24(1):104-108.LI Guoqing.Dynamic Analysis of General Bridges for QinShen Passenger Railway[J].Journal of the China Railway Society,2002,24(1):104-108.
[10]徐升桥,邓运清,张华.铁路客运专线桥梁动力性能研究[J].铁道标准设计,2005(7):26-29.XU Shengqiao,DENG Yunqing,ZHANG Hua.Research on Dynamic Performance of Bridges in the Dedicated-passenger Railway Line[J].Railway Standard Design,2005(7):26-29.
[11]杨宜谦,姚京川,刘鹏辉,等.常用跨度无砟轨道铁路桥梁动力性能试验研究[J].中国铁道科学,2008,29(4):47-52.YANG Yiqian,YAO Jingchuan,LIU Penghui,et al.Experimental Study on the Dynamic Behaviors of Ballastless Track Railway Bridge with Common Spans[J].China Railway Science,2008,29(4):47-52.
[12]姚京川.高速铁路常用跨简支箱梁运营性能检定[J].中国铁道科学,2017,38(2):34-41.YAO Jingchuan.Rating of Operation Performance for Simply Supported Box Beam with Common Span for High Speed Railway[J].China Railway Science,2017,38(2):34-41.
[13]高芒芒,许兆军,熊建珍.既有线常用跨度简支梁桥的车桥耦合振动分析研究[C]//工程设计与计算机技术:第十五届全国工程设计计算机应用学术会议论文集.哈尔滨:哈尔滨工业大学出版社,2010:118-127.
[14]胡所亭,牛斌,柯在田,等.高速铁路常用跨度简支箱梁优化研究[J].中国铁道科学,2013,34(1):15-21.HU Suoting,NIU Bin,KE Zaitian,et al.Study on the Optimization of Standard Span Length Simply Supported Box Girder for High-speed Railway[J].China Railway Science,2013,34(1):15-21.
[15]杨飞,宋国华,黎国清.成灌城际铁路桥上周期性高低不平顺分析[J].铁道工程学报,2011(5):51-55.YANG Fei,SONG Guohua,LI Guoqing.Analysis of Periodic Track Irregularities on the Bridges of Chengdu-Dujiangyan Intercity Railway[J].Journal of Railway Engineering Society,2011(5):51-55.
[16]黎国清,刘秀波,杨飞,等.高速铁路简支梁徐变上拱引起的高低不平顺变化规律及其对行车动力性能的影响[J].中国科学:技术科学,2014,44(7):786-792.LI Guoqing,LIU Xiubo,YANG Fei,et al.Variation Law and Impact on Dynamic Performance of Profile Irregularity Caused by Creep of Simply-supported Beam on Highspeed Railway[J].SCIENTIA SINICA Technologica,2014,44(7):786-792.
[17]徐升桥.客运专线常用跨度桥梁的设计特点与发展方向[J].铁道标准设计,2005(11):8-11.XU Shengqiao.The Designing Characteristics and Developing Trends of Bridges with the Common Span in the Dedicated-passenger Railway Line[J].Railway Standard Design,2005(11):8-11.
[18]邓运清.客运专线简支箱梁综述[J].铁道工程学报,2005(1):65-71.DENG Yunqing.Comprehensive Comments on Simplesupported Box Girder on Passenger Dedicated Line[J].Journal of Railway Engineering Society,2005(1):65-71.
[19]徐慎初.桩基成孔机械的发展[J].建筑机械,1997(11):22-26.XU Shenchu.Development of Pile Foundation Drilling Machinery[J].Construction Machinery,1997(11):22-26.
[20]铁道第三勘察设计院集团有限公司.高速铁路CFG桩复合地基综合技术研究总报告[R].天津:铁道第三勘察设计院集团有限公司,2010.
[21]王炳龙,杨龙才,周顺华,等.CFG桩控制深厚层软土地基沉降的试验研究[J].铁道学报,2006,28(6):112-166.WANG Binglong,YANG Longcai,ZHOU Shunhua,et al.Experimental Study on the Settlement Control of High-speed Railway Subgrade over Deep Soft Clay Reinforced by CFG Piles[J].Journal of the China Railway Society,2006,28(6):112-166.
[22]张继文,曾俊铖,涂永明,等.京沪高速铁路CFG桩-筏复合地基现场试验研究[J].铁道学报,2011,33(1):83-88.ZHANG Jiwen,ZENG Juncheng,TU Yongming,et al.Experimental Study on CFG Pile-raft Composite Foundation of Beijing-Shanghai High-speed Railway[J].Journal of the China Railway Society,2011,33(1):83-88.
[23]赵明志,罗强,崔维孝,等.高速铁路深厚地层CFG桩复合地基变形计算经验系数分析[J].铁道学报,2015,37(1):69-76.ZHAO Mingzhi,LUO Qiang,CUI Weixiao,et al.Analysis on Deformation Calculation Empirical Coefficient of CFG Pile Composite Foundation of Deep Layer in High-speed Railway[J].Journal of the China Railway Society,2015,37(1):69-76.
[24]王长丹,王炳龙,周顺华,等.高速铁路刚性桩网复合地基沉降计算方法与实测数据对比分析[J].铁道学报,2013,35(8):80-87.WANG Changdan,WANG Binglong,ZHOU Shunhua,et al.Calculation Method of Settlement of Rigid Pile-geogrid Composite Foundation of High-speed Railways and Comparison with Measured Data[J].Journal of the China Railway Society,2013,35(8):80-87.
[25]毕宗琦,宫全美,周顺华,等.高速铁路桩承式路基土拱安定性分析[J].铁道学报,2016,38(11):102-110.BI Zongqi,GONG Quanmei,ZHOU Shunhua,et al.Shakedown Analysis of Soil Arch in Piled Embankment of High-speed Railway[J].Journal of the China Railway Society,2016,38(11):102-110.
[26]刘俊飞,赵国堂,马建林.桩网复合地基桩顶土拱形态分析[J].铁道学报,2011,33(6):81-87.LIU Junfei,ZHAO Guotang,MA Jianlin.Analysis on Conformation of Soil Arch on the Pile Head of Composite Pile-net Foundations[J].Journal of the China Railway Society,2011,33(6):81-87.
[27]刘俊飞,赵国堂,马建林.考虑土拱效应的高速铁路路堤基底压力的简化算法[J].铁道标准设计,2011(8):4-8.LIU Junfei,ZHAO Guotang,MA Jianlin.Simplified Method for Calculating Bottom Stresses of High Speed Railway Embankment Considering Soil Arch Effect[J].Railway Standard Design,2011(8):4-8.
[28]刘俊飞,赵健,赵国堂,等.刚性桩桩网复合地基桩顶段桩间土附加应力分析[J].中国铁道科学,2011,32(2):15-19.LIU Junfei,ZHAO Jian,ZHAO Guotang,et al.Additional Stress Analysis of Upper Soil between Piles in Rigid Pile-net Composite Foundation[J].China Railway Science,2011,32(2):15-19.
[29]刘俊飞,赵国堂,马建林.铁路CFG桩桩网、桩筏复合地基沉降变形特点对比[J].西南交通大学学报,2012,47(S):189-193.LIU Junfei,ZHAO Guotang,MA Jianlin.Comparison of Settlement Characteristics of CFG Pile-net and Pile-raft Composite Foundation under Railway Embankments[J].Journal of Southwest Jiaotong University,2012,47(S):189-193.
[30]刘俊飞,赵国堂,马建林.桩筏复合地基负摩阻段分析及桩土应力比计算[J].铁道学报,2011,33(7):98-103.LIU Junfei,ZHAO Guotang,MA Jianlin.Analysis on Negative Friction Segment of Pile-raft Composite Foundation and Calculation of Its Pile-soil Stress Ratio[J].Journal of the China Railway Society,2011,33(7):98-103.
[31]杨龙才,王炳龙,赵国堂,等.CFG桩网复合地基沉降计算方法研究[J].铁道建筑,2009(7):19-23.YANG Longcai,WANG Binglong,ZHAO Guotang,et al.Study on Calculation Method of Settlement of CFG Pile-net Composite Foundation[J].Railway Engineering,2009(7):19-23.
[32]肖宏,蒋关鲁,魏永幸,等.客运专线无砟轨道桩网结构模型试验研究[J].铁道学报,2007,29(2):126-131.XIAO Hong,JIANG Guanlu, WEI Yongxing,et al.Model Test of Column-net Structure for Dedicated Passenger Line Unballasted Track[J].Journal of the China Railway Society,2007,29(2):126-131.
[33]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):19-23.CHI Yuejun,SONG Erxiang,CHEN Zhaoyuan.An Simplified Method for Settlement of Rigid-pile Composite Foundation[J].China Civil Engineering Journal,2003,36(11):19-23.
[34]赵国堂,马建林,彭声应,等.高速铁路CFG桩不同结构形式下地基沉降-时间发展规律的试验研究与预测[J].铁道建筑,2009(7):62-65.ZHAO Guotang,MA Jianlin,PENG Shengying,et al.Experimental Study and Prediction on Evolution Law of Foundation Settlement with Time under Different Structure Forms of CFG Pile for High Speed Railway[J].Railway Engineering,2009(7):62-65.
[35]杨会军,王梦恕.隧道围岩变形影响因素分析[J].铁道学报,2006,28(3):92-96.YANG Huijun,WANG Mengshu.Analysis on Construction Factors of Surrounding Rock Deformation in Tunneling Works[J].Journal of the China Railway Society,2006,28(3):92-96.
[36]扈世民,张顶立,郭婷,等.大断面黄土隧道变形特征分析[J].铁道学报,2012,34(8):117-122.HU Shimin,ZHANG Dingli,GUO Ting,et al.Analysis on Deformation Characteristics of Large-section Loess Tunnel[J].Journal of the China Railway Society,2012,34(8):117-122.
[37]张顶立.隧道及地下工程的基本问题及研究进展[J].力学学报,2017,49(1):3-21.ZHANG Dingli.Essential Issues and Their Research Progress in Tunnel and Underground Engineering[J].Chinese Journal of Theoretical and Applied Mechanics,2017,49(1):3-21.
[38]李利平,李术才,赵勇,等.超大断面隧道软弱破碎围岩渐进破坏过程三维地质力学模型试验研究[J].岩石力学与工程学报,2012,31(3):550-560.LI Liping,LI Shucai,ZHAO Yong,et al.3D Geomechanical Model for Progressive Failure Progress of Weak Broken Surrounding Rock in Super Large Section Tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(3):550-560.
[39]李利平,李术才,赵勇,等.超大断面隧道软弱破碎围岩空间变形机制与荷载释放演化规律[J].岩石力学与工程学报,2012,31(10):2009-2018.LI Liping,LI Shucai,ZHAO Yong,et al.Spatial Deformation Mechanism and Load Release Evolution Law of Surrounding Rock During Construction of Super-large Section Tunnel with Soft Broken Surrounding Rock Masses[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(10):2009-2018.
[40]傅洪贤,赵勇,谢晋水.铁路双线隧道围岩爆破松动范围测试分析[J].中国铁道科学,2010,31(5):54-58.FU Hongxian,ZHAO Yong,XIE Jinshui.Test Analysis on the Broken Rock Zone of the Surrounding Rock Blasting for Railway Double-line Tunnel[J].China Railway Science,2010,31(5):54-58.
[41]张顶立,孙振宇.复杂隧道围岩结构稳定性及其控制[J].水力发电学报,2018,37(2):1-11.ZHANG Dingli,SUN Zhenyu.Structural Stability of Complex Tunnel Surrounding Rock and Its Control[J].Journal of Hydroelectric Engineering,2018,37(2):1-11.
[42]张顶立,陈立平.隧道围岩的复合结构特性及其荷载效应[J].岩石力学与工程学报,2016,35(3):456-469.ZHANG Dingli,CHEN Liping.Compound Structural Characteristics and Load Effect of Tunnel Surrounding Rock[J].Chinese Journal of Rock Mechanics and Engineering,2016,35(3):456-469.
[43]赵勇,刘建友,田四明.深埋隧道软弱围岩支护体系受力特征的试验研究[J].岩石力学与工程学报,2011,30(8):1663-1670.ZHAO Yong,LIU Jianyou,TIAN Siming.Experimental Study of Mechanical Characteristics of Support System for Weak Surrounding Rock of Deep Tunnels[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(8):1663-1670.
[44]李术才,刘斌,孙怀凤,等.隧道施工超前地质预报研究现状及发展趋势[J].岩石力学与工程学报,2014,33(6):1090-1113.LI Shucai,LIU Bin,SUN Huaifeng,et al.State of Art and Trends of Advanced Geological Prediction in Tunnel Construction[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(6):1090-1113.
[45]李术才,刘斌,李树忱,等.基于激发极化法的隧道含水地质构造超前探测研究[J].岩石力学与工程学报,2011,30(7):1297-1309.LI Shucai,LIU Bin,LI Shuchen,et al.Study of Advanced Detection for Tunnel Water-bearing Geological Structures with Induced Polarization Method[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(7):1297-1309.
[46]中铁第四勘察设计院集团有限公司.高速铁路路桥隧工程技术总结总报告[R].武汉:中铁第四勘察设计院集团有限公司,2014.
[47]赵磊.高速铁路无砟轨道空间精细化分析方法及其应用研究[D].北京:北京交通大学,2015.
[48]赵国堂.高速铁路无砟轨道-路基变形计算模型的研究[J].中国铁道科学,2016,37(4):1-8.ZHAO Guotang.Calculation Model of Ballastless Track and Subgrade Deformation on High Speed Railway[J].China Railway Science,2016,37(4):1-8.
[49]刘学毅,赵坪锐,杨荣山,等.客运专线无砟轨道设计理论与方法[M].成都:西南交通大学出版社,2010.
[50]赵国堂,赵磊,张鲁顺.基于高速铁路路基冻胀的无砟轨道受力特征[J].铁道工程学报,2017(8):53-61.ZHAO Guotang,ZHAO Lei,ZHANG Lushun.Mechanical Characteristics of Ballastless Track under Subgrade Frost Heaving in High Speed Railway[J].Journal of Railway Engineering Society,2017(8):53-61.
[51]冉千平,缪昌文,刘加平,等.梳形共聚物分散剂侧链长度对水泥浆体分散性能的影响及机理[J].硅酸盐学报,2009,37(7):1153-1159.RAN Qianping,MIAO Changwen,LIU Jiaping,et al.Action Mechanism and Effect of Side Chain Length of CombLike Copolymer Dispersant on Dispersion of Cement Paste[J].Journal of the Chinese Ceramic Society,2009,37(7):1153-1159.
[52]冉千平,刘加平,缪昌文,等.梳形共聚物超塑化剂侧链长度对浓水泥悬浮体早期水化的影响[J].硅酸盐学报,2010,38(9):1718-1722.RAN Qianping,LIU Jiaping,MIAO Changwen,et al.Effect of the Side Chain Length of Comb-like Copolymer Superplasticizer on Early Hydration Properties of Concentrated Cement Suspensions[J].Journal of the Chinese Ceramic Society,2010,38(9):1718-1722.
[53]王秀梅,冉千平,杨勇,等.梳状聚羧酸减水剂主链长度对水泥浆体分散性能的影响[J].新型建筑材料,2014(9):28-32.WANG Xiumei,RAN Qianping,YANG Yong,et al.Effects of Main Chain Length of Comb Polycarboxylate Superplasticizer on Dispersing Performance of Cement paste[J].New Building Materials,2014(9):28-32.
[54]王秀梅,杨勇,舒鑫,等.聚羧酸在水泥表面覆盖面积对分散性能的影响[J].功能材料,2017,48(11):11081-11085.WANG Xiumei,YANG Yong,SHU Xin,et al.Impact of Surface Coverage Area of Polycarboxylate Superplasticizers on the Dispersion of Cement Paste[J].Journal of Functional Materials,2017,48(11):11081-11085.
[55]京沪高速铁路股份有限公司.高速铁路无砟轨道工程应用技术试验研究总报告[R].北京:京沪高速铁路股份有限公司,2014.
[2]北方交通大学.京沪高速铁路常用跨度连续梁桥设计研究动力分析计算[R].北京:北方交通大学,2003.
[3]中国铁道科学研究院.京沪高速铁路常用跨度连续梁桥设计研究动力分析计算[R].北京:中国铁道科学研究院,2003.
[4]铁道第四勘察设计院,中铁三局集团有限公司,中铁四局集团有限公司,等.京沪高速铁路徐沪段桥梁桩基础试验研究报告[R].武汉:铁道第四勘察设计院,2006.
[5]高亮.高速铁路无缝线路关键技术研究与应用[M].北京:中国铁道出版社,2012.
[6]赵国堂.高速铁路无碴轨道结构[M].北京:中国铁道出版社,2006.
[7]中国铁道科学研究院,高速铁路系统试验国家工程实验室,京沪高速铁路公司,等.京沪高速铁路综合试验研究总报告[R].北京:中国铁道科学研究院,2011.
[8]苏木标,李建中,梁志广.铁路简支梁桥竖向有载频率研究[J].铁道学报,2001,23(2):76-80.SU Mubiao,LI Jianzhong,LIANG Zhiguang.Study on Vertical Loaded Frequencies of Railway Simply Supported Beam Bridges[J].Journal of the China Railway Society,2001,23(2):76-80.
[9]黎国清.秦沈客运专线常用跨度桥梁的动力分析[J].铁道学报,2002,24(1):104-108.LI Guoqing.Dynamic Analysis of General Bridges for QinShen Passenger Railway[J].Journal of the China Railway Society,2002,24(1):104-108.
[10]徐升桥,邓运清,张华.铁路客运专线桥梁动力性能研究[J].铁道标准设计,2005(7):26-29.XU Shengqiao,DENG Yunqing,ZHANG Hua.Research on Dynamic Performance of Bridges in the Dedicated-passenger Railway Line[J].Railway Standard Design,2005(7):26-29.
[11]杨宜谦,姚京川,刘鹏辉,等.常用跨度无砟轨道铁路桥梁动力性能试验研究[J].中国铁道科学,2008,29(4):47-52.YANG Yiqian,YAO Jingchuan,LIU Penghui,et al.Experimental Study on the Dynamic Behaviors of Ballastless Track Railway Bridge with Common Spans[J].China Railway Science,2008,29(4):47-52.
[12]姚京川.高速铁路常用跨简支箱梁运营性能检定[J].中国铁道科学,2017,38(2):34-41.YAO Jingchuan.Rating of Operation Performance for Simply Supported Box Beam with Common Span for High Speed Railway[J].China Railway Science,2017,38(2):34-41.
[13]高芒芒,许兆军,熊建珍.既有线常用跨度简支梁桥的车桥耦合振动分析研究[C]//工程设计与计算机技术:第十五届全国工程设计计算机应用学术会议论文集.哈尔滨:哈尔滨工业大学出版社,2010:118-127.
[14]胡所亭,牛斌,柯在田,等.高速铁路常用跨度简支箱梁优化研究[J].中国铁道科学,2013,34(1):15-21.HU Suoting,NIU Bin,KE Zaitian,et al.Study on the Optimization of Standard Span Length Simply Supported Box Girder for High-speed Railway[J].China Railway Science,2013,34(1):15-21.
[15]杨飞,宋国华,黎国清.成灌城际铁路桥上周期性高低不平顺分析[J].铁道工程学报,2011(5):51-55.YANG Fei,SONG Guohua,LI Guoqing.Analysis of Periodic Track Irregularities on the Bridges of Chengdu-Dujiangyan Intercity Railway[J].Journal of Railway Engineering Society,2011(5):51-55.
[16]黎国清,刘秀波,杨飞,等.高速铁路简支梁徐变上拱引起的高低不平顺变化规律及其对行车动力性能的影响[J].中国科学:技术科学,2014,44(7):786-792.LI Guoqing,LIU Xiubo,YANG Fei,et al.Variation Law and Impact on Dynamic Performance of Profile Irregularity Caused by Creep of Simply-supported Beam on Highspeed Railway[J].SCIENTIA SINICA Technologica,2014,44(7):786-792.
[17]徐升桥.客运专线常用跨度桥梁的设计特点与发展方向[J].铁道标准设计,2005(11):8-11.XU Shengqiao.The Designing Characteristics and Developing Trends of Bridges with the Common Span in the Dedicated-passenger Railway Line[J].Railway Standard Design,2005(11):8-11.
[18]邓运清.客运专线简支箱梁综述[J].铁道工程学报,2005(1):65-71.DENG Yunqing.Comprehensive Comments on Simplesupported Box Girder on Passenger Dedicated Line[J].Journal of Railway Engineering Society,2005(1):65-71.
[19]徐慎初.桩基成孔机械的发展[J].建筑机械,1997(11):22-26.XU Shenchu.Development of Pile Foundation Drilling Machinery[J].Construction Machinery,1997(11):22-26.
[20]铁道第三勘察设计院集团有限公司.高速铁路CFG桩复合地基综合技术研究总报告[R].天津:铁道第三勘察设计院集团有限公司,2010.
[21]王炳龙,杨龙才,周顺华,等.CFG桩控制深厚层软土地基沉降的试验研究[J].铁道学报,2006,28(6):112-166.WANG Binglong,YANG Longcai,ZHOU Shunhua,et al.Experimental Study on the Settlement Control of High-speed Railway Subgrade over Deep Soft Clay Reinforced by CFG Piles[J].Journal of the China Railway Society,2006,28(6):112-166.
[22]张继文,曾俊铖,涂永明,等.京沪高速铁路CFG桩-筏复合地基现场试验研究[J].铁道学报,2011,33(1):83-88.ZHANG Jiwen,ZENG Juncheng,TU Yongming,et al.Experimental Study on CFG Pile-raft Composite Foundation of Beijing-Shanghai High-speed Railway[J].Journal of the China Railway Society,2011,33(1):83-88.
[23]赵明志,罗强,崔维孝,等.高速铁路深厚地层CFG桩复合地基变形计算经验系数分析[J].铁道学报,2015,37(1):69-76.ZHAO Mingzhi,LUO Qiang,CUI Weixiao,et al.Analysis on Deformation Calculation Empirical Coefficient of CFG Pile Composite Foundation of Deep Layer in High-speed Railway[J].Journal of the China Railway Society,2015,37(1):69-76.
[24]王长丹,王炳龙,周顺华,等.高速铁路刚性桩网复合地基沉降计算方法与实测数据对比分析[J].铁道学报,2013,35(8):80-87.WANG Changdan,WANG Binglong,ZHOU Shunhua,et al.Calculation Method of Settlement of Rigid Pile-geogrid Composite Foundation of High-speed Railways and Comparison with Measured Data[J].Journal of the China Railway Society,2013,35(8):80-87.
[25]毕宗琦,宫全美,周顺华,等.高速铁路桩承式路基土拱安定性分析[J].铁道学报,2016,38(11):102-110.BI Zongqi,GONG Quanmei,ZHOU Shunhua,et al.Shakedown Analysis of Soil Arch in Piled Embankment of High-speed Railway[J].Journal of the China Railway Society,2016,38(11):102-110.
[26]刘俊飞,赵国堂,马建林.桩网复合地基桩顶土拱形态分析[J].铁道学报,2011,33(6):81-87.LIU Junfei,ZHAO Guotang,MA Jianlin.Analysis on Conformation of Soil Arch on the Pile Head of Composite Pile-net Foundations[J].Journal of the China Railway Society,2011,33(6):81-87.
[27]刘俊飞,赵国堂,马建林.考虑土拱效应的高速铁路路堤基底压力的简化算法[J].铁道标准设计,2011(8):4-8.LIU Junfei,ZHAO Guotang,MA Jianlin.Simplified Method for Calculating Bottom Stresses of High Speed Railway Embankment Considering Soil Arch Effect[J].Railway Standard Design,2011(8):4-8.
[28]刘俊飞,赵健,赵国堂,等.刚性桩桩网复合地基桩顶段桩间土附加应力分析[J].中国铁道科学,2011,32(2):15-19.LIU Junfei,ZHAO Jian,ZHAO Guotang,et al.Additional Stress Analysis of Upper Soil between Piles in Rigid Pile-net Composite Foundation[J].China Railway Science,2011,32(2):15-19.
[29]刘俊飞,赵国堂,马建林.铁路CFG桩桩网、桩筏复合地基沉降变形特点对比[J].西南交通大学学报,2012,47(S):189-193.LIU Junfei,ZHAO Guotang,MA Jianlin.Comparison of Settlement Characteristics of CFG Pile-net and Pile-raft Composite Foundation under Railway Embankments[J].Journal of Southwest Jiaotong University,2012,47(S):189-193.
[30]刘俊飞,赵国堂,马建林.桩筏复合地基负摩阻段分析及桩土应力比计算[J].铁道学报,2011,33(7):98-103.LIU Junfei,ZHAO Guotang,MA Jianlin.Analysis on Negative Friction Segment of Pile-raft Composite Foundation and Calculation of Its Pile-soil Stress Ratio[J].Journal of the China Railway Society,2011,33(7):98-103.
[31]杨龙才,王炳龙,赵国堂,等.CFG桩网复合地基沉降计算方法研究[J].铁道建筑,2009(7):19-23.YANG Longcai,WANG Binglong,ZHAO Guotang,et al.Study on Calculation Method of Settlement of CFG Pile-net Composite Foundation[J].Railway Engineering,2009(7):19-23.
[32]肖宏,蒋关鲁,魏永幸,等.客运专线无砟轨道桩网结构模型试验研究[J].铁道学报,2007,29(2):126-131.XIAO Hong,JIANG Guanlu, WEI Yongxing,et al.Model Test of Column-net Structure for Dedicated Passenger Line Unballasted Track[J].Journal of the China Railway Society,2007,29(2):126-131.
[33]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):19-23.CHI Yuejun,SONG Erxiang,CHEN Zhaoyuan.An Simplified Method for Settlement of Rigid-pile Composite Foundation[J].China Civil Engineering Journal,2003,36(11):19-23.
[34]赵国堂,马建林,彭声应,等.高速铁路CFG桩不同结构形式下地基沉降-时间发展规律的试验研究与预测[J].铁道建筑,2009(7):62-65.ZHAO Guotang,MA Jianlin,PENG Shengying,et al.Experimental Study and Prediction on Evolution Law of Foundation Settlement with Time under Different Structure Forms of CFG Pile for High Speed Railway[J].Railway Engineering,2009(7):62-65.
[35]杨会军,王梦恕.隧道围岩变形影响因素分析[J].铁道学报,2006,28(3):92-96.YANG Huijun,WANG Mengshu.Analysis on Construction Factors of Surrounding Rock Deformation in Tunneling Works[J].Journal of the China Railway Society,2006,28(3):92-96.
[36]扈世民,张顶立,郭婷,等.大断面黄土隧道变形特征分析[J].铁道学报,2012,34(8):117-122.HU Shimin,ZHANG Dingli,GUO Ting,et al.Analysis on Deformation Characteristics of Large-section Loess Tunnel[J].Journal of the China Railway Society,2012,34(8):117-122.
[37]张顶立.隧道及地下工程的基本问题及研究进展[J].力学学报,2017,49(1):3-21.ZHANG Dingli.Essential Issues and Their Research Progress in Tunnel and Underground Engineering[J].Chinese Journal of Theoretical and Applied Mechanics,2017,49(1):3-21.
[38]李利平,李术才,赵勇,等.超大断面隧道软弱破碎围岩渐进破坏过程三维地质力学模型试验研究[J].岩石力学与工程学报,2012,31(3):550-560.LI Liping,LI Shucai,ZHAO Yong,et al.3D Geomechanical Model for Progressive Failure Progress of Weak Broken Surrounding Rock in Super Large Section Tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(3):550-560.
[39]李利平,李术才,赵勇,等.超大断面隧道软弱破碎围岩空间变形机制与荷载释放演化规律[J].岩石力学与工程学报,2012,31(10):2009-2018.LI Liping,LI Shucai,ZHAO Yong,et al.Spatial Deformation Mechanism and Load Release Evolution Law of Surrounding Rock During Construction of Super-large Section Tunnel with Soft Broken Surrounding Rock Masses[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(10):2009-2018.
[40]傅洪贤,赵勇,谢晋水.铁路双线隧道围岩爆破松动范围测试分析[J].中国铁道科学,2010,31(5):54-58.FU Hongxian,ZHAO Yong,XIE Jinshui.Test Analysis on the Broken Rock Zone of the Surrounding Rock Blasting for Railway Double-line Tunnel[J].China Railway Science,2010,31(5):54-58.
[41]张顶立,孙振宇.复杂隧道围岩结构稳定性及其控制[J].水力发电学报,2018,37(2):1-11.ZHANG Dingli,SUN Zhenyu.Structural Stability of Complex Tunnel Surrounding Rock and Its Control[J].Journal of Hydroelectric Engineering,2018,37(2):1-11.
[42]张顶立,陈立平.隧道围岩的复合结构特性及其荷载效应[J].岩石力学与工程学报,2016,35(3):456-469.ZHANG Dingli,CHEN Liping.Compound Structural Characteristics and Load Effect of Tunnel Surrounding Rock[J].Chinese Journal of Rock Mechanics and Engineering,2016,35(3):456-469.
[43]赵勇,刘建友,田四明.深埋隧道软弱围岩支护体系受力特征的试验研究[J].岩石力学与工程学报,2011,30(8):1663-1670.ZHAO Yong,LIU Jianyou,TIAN Siming.Experimental Study of Mechanical Characteristics of Support System for Weak Surrounding Rock of Deep Tunnels[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(8):1663-1670.
[44]李术才,刘斌,孙怀凤,等.隧道施工超前地质预报研究现状及发展趋势[J].岩石力学与工程学报,2014,33(6):1090-1113.LI Shucai,LIU Bin,SUN Huaifeng,et al.State of Art and Trends of Advanced Geological Prediction in Tunnel Construction[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(6):1090-1113.
[45]李术才,刘斌,李树忱,等.基于激发极化法的隧道含水地质构造超前探测研究[J].岩石力学与工程学报,2011,30(7):1297-1309.LI Shucai,LIU Bin,LI Shuchen,et al.Study of Advanced Detection for Tunnel Water-bearing Geological Structures with Induced Polarization Method[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(7):1297-1309.
[46]中铁第四勘察设计院集团有限公司.高速铁路路桥隧工程技术总结总报告[R].武汉:中铁第四勘察设计院集团有限公司,2014.
[47]赵磊.高速铁路无砟轨道空间精细化分析方法及其应用研究[D].北京:北京交通大学,2015.
[48]赵国堂.高速铁路无砟轨道-路基变形计算模型的研究[J].中国铁道科学,2016,37(4):1-8.ZHAO Guotang.Calculation Model of Ballastless Track and Subgrade Deformation on High Speed Railway[J].China Railway Science,2016,37(4):1-8.
[49]刘学毅,赵坪锐,杨荣山,等.客运专线无砟轨道设计理论与方法[M].成都:西南交通大学出版社,2010.
[50]赵国堂,赵磊,张鲁顺.基于高速铁路路基冻胀的无砟轨道受力特征[J].铁道工程学报,2017(8):53-61.ZHAO Guotang,ZHAO Lei,ZHANG Lushun.Mechanical Characteristics of Ballastless Track under Subgrade Frost Heaving in High Speed Railway[J].Journal of Railway Engineering Society,2017(8):53-61.
[51]冉千平,缪昌文,刘加平,等.梳形共聚物分散剂侧链长度对水泥浆体分散性能的影响及机理[J].硅酸盐学报,2009,37(7):1153-1159.RAN Qianping,MIAO Changwen,LIU Jiaping,et al.Action Mechanism and Effect of Side Chain Length of CombLike Copolymer Dispersant on Dispersion of Cement Paste[J].Journal of the Chinese Ceramic Society,2009,37(7):1153-1159.
[52]冉千平,刘加平,缪昌文,等.梳形共聚物超塑化剂侧链长度对浓水泥悬浮体早期水化的影响[J].硅酸盐学报,2010,38(9):1718-1722.RAN Qianping,LIU Jiaping,MIAO Changwen,et al.Effect of the Side Chain Length of Comb-like Copolymer Superplasticizer on Early Hydration Properties of Concentrated Cement Suspensions[J].Journal of the Chinese Ceramic Society,2010,38(9):1718-1722.
[53]王秀梅,冉千平,杨勇,等.梳状聚羧酸减水剂主链长度对水泥浆体分散性能的影响[J].新型建筑材料,2014(9):28-32.WANG Xiumei,RAN Qianping,YANG Yong,et al.Effects of Main Chain Length of Comb Polycarboxylate Superplasticizer on Dispersing Performance of Cement paste[J].New Building Materials,2014(9):28-32.
[54]王秀梅,杨勇,舒鑫,等.聚羧酸在水泥表面覆盖面积对分散性能的影响[J].功能材料,2017,48(11):11081-11085.WANG Xiumei,YANG Yong,SHU Xin,et al.Impact of Surface Coverage Area of Polycarboxylate Superplasticizers on the Dispersion of Cement Paste[J].Journal of Functional Materials,2017,48(11):11081-11085.
[55]京沪高速铁路股份有限公司.高速铁路无砟轨道工程应用技术试验研究总报告[R].北京:京沪高速铁路股份有限公司,2014.