[1] |
LIU HL,CHU J,DENG A. Use of large-diameter,cast-in situ concrete pipe piles for embankment over soft clay[J]. Canadian Geotechnical Journal,2009,46(8):915-927.
|
[2] |
LIU HL,CHARLES W W NG,FEI K. Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay:case study[J]. Journal of Geotechnical and Geoenvironmental Engineering,2007,133(12):1483-1493.
|
[3] |
张波,刘汉龙.现浇薄壁管桩复合地基竖向承载特性分析[J].岩土工程学报,2007,29(8):1251-1255.(ZHANG Bo,LIU Hanlong. Analysis of bearing performance of composite foundation with cast-in-situ concrete thin-wall pipe piles under vertical loads[J]. Chinese Journal of Geotechnical Engineering,2007,29(8):1251-1255.(in Chinese))
|
[4] |
陈亚东,王旭东,余跃心,等.竖向受荷PCC桩宏细观工作性状研究[J].岩石力学与工程学报,2015,34(7):1503-1510.(CHEN Yadong,WANG Xudong,YU Yuexin,et al. Macroscopic and mesoscopic working performance of PCC pile subjected to vertical load[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(7):1503-1510.(in Chinese))
|
[5] |
刘汉龙,周密,陈育民,等.PCC桩加固铁路软土路基现场试验研究[J].岩土力学,2012,33(11):3201-3207.(LIU Hanlong,ZHOU Mi,CHEN Yumin,et al. Field test of railway soft clay subgrade reinforced by PCC piles[J]. Rock and Soil Mechanics,2012,33(11):3201-3207.(in Chinese))
|
[6] |
李剑强,周建.开口桩中土芯形成、影响因素及判别方法研究[J].岩土力学,2008,29(2):449-454.(LI Jianqiang,ZHOU Jian. Effects on soil plugging and plugged mode in open-ended pile[J]. Rock and Soil mechanics,2008,29(2):449-454.(in Chinese))
|
[7] |
吴文兵,蒋国盛,王奎华,等.土塞效应对管桩纵向振动特性的影响研究[J].岩土工程学报,2014,36(6):1129-1141.(WU Wenbing,JIANG Guosheng,WANG Kuihua,et al. Influence of soil plug effect on vertical dynamic response of pipe piles[J]. Chinese Journal of Geotechnical Engineering,2014,36(6):1129-1141.(in Chinese))
|
[8] |
DING XM,LIU HL,ZHANG B. High-frequency interference in low strain integrity testing of large-diameter pipe piles[J]. Science China Technological Sciences,2011,54(2):420-430.
|
[9] |
DING XM,ZHENG CJ,LIU HL. A theoretical analysis of vertical dynamic response of large-diameter pipe piles in layered soil[J]. Journal of Central South University,2014,21(8):3327-3337.
|
[10] |
郑长杰,丁选明,黄旭,等.滞回阻尼土中大直径管桩纵向振动响应解析解[J].岩石力学与工程学报,2014,33(增1):3284-3290. (ZHENG Changjie,DING Xuanming,HUANG Xu,et al. Analytical solution of vertical vibration response of large diameter pipe pile in hysteretic damping soil[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(Supp.1):3 284-3290.(in Chinese))
|
[11] |
郑长杰,丁选明,刘汉龙,等.考虑土体三维波动效应的现浇大直径管桩纵向振动响应解析解[J].岩土工程学报,2013,35(12):2247-2254.(ZHENG Changjie,DING Xuanming,LIU Hanlong,et al. Analytical solution to vertical vibration of cast-in-place concrete large-diameter pipe piles by considering 3D wave effect of soils[J]. Chinese Journal of Geotechnical Engineering,2013,35(12):2247- 2254.(in Chinese))
|
[12] |
ZHENG C J,DING XM,SUN YF. Vertical vibration of a pipe pile in viscoelastic soil considering the three-dimensional wave effect of soil[J]. International Journal of Geomechanics,2015,16(1):04015037.
|
[13] |
El NAGGAR M H,WEI J Q. Uplift behaviour of tapered piles established from model tests[J]. Canadian Geotechnical Journal,2000,37(1):56-74.
|
[14] |
刘福天,赵春风,吴杰,等.常州地区大直径钻孔灌注桩承载性状及尺寸效应试验研究[J].岩石力学与工程学报,2010,29(4):858-864.(LIU Futian,ZHAO Chunfeng,WU Jie,et al. Experimental research on bearing behavior and size effect of large diameter bored cast-in-situ piles in Changzhou area[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(4):858-864.(in Chinese))
|
[15] |
LI ZY,WANG KH,WU WB,et al. Vertical dynamic impedance of large-diameter pile considering its transverse inertia effect and construction disturbance effect[J]. Marine Georesources andGeotechnology,2017,35(2):256-265.
|
[16] |
TIAN X J,HU WT,GONG XN. Longitudinal dynamic response of pile foundation in a nonuniform initial strain field[J]. KSCE Journal of Civil Engineering,2015,19(6):1656-1666.
|
[17] |
NOVAK M,SHETA M. Approximate approach to contact problems of piles[C]// Proceedings of the Geotechnical Engineering Division,ASCE National Convention. Florida:[s. n.],1980:53-79.
|
[18] |
VELETOS AS,DOTSON KW. Vertical and torsional vibration of foundations in inhomogeneous media[J]. Journal of the Geotechnical Engineering,1988,114(9):1002-1021.
|
[19] |
El NAGGAR M H. Vertical and torsional soil reactions for radially inhomogeneous soil layer[J]. Structural Engineering and Mechanics,2000,10(4):299-312.
|
[20] |
YANG DY,WANG KH,ZHANG ZQ,et al. Vertical dynamic response of pile in a radially heterogeneous soil layer[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2009,33(8):1039-1054.
|
[21] |
王奎华,杨冬英,张智卿. 基于复刚度传递多圈层平面应变模型的桩动力响应研究[J]. 岩石力学与工程学报,2008,27(4):825-831. (WANG Kuihua,YANG Dongying,ZHANG Zhiqing. Study on dynamic response of pile based on complex stiffness transfer model of radial multizone plane strain[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(4):825-831.(in Chinese))
|
[22] |
RANDOLPH M F,DEEKS A J. Dynamic and static soil models for axial pile response[C]//Proceedings of the 4th International Conference on the Application of Stress Wave Theory to Piles. The Hague,The Netherlands:[s. n.],1992:21-24.
|
[23] |
阙仁波,王奎华. 考虑土体三维波动效应时黏性阻尼土中桩的纵向振动特性及其应用研究[J]. 岩石力学与工程学报,2007,26(2):381-390.(QUE Renbo,WANG Kuihua. Theory on longitudinal vibration of pile in viscous damping soil layer considering three-dimensional wave effect and its applications[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(2):381-390.(in Chinese))
|