朱彦鹏,张安疆. m法求解桩身内力与变形的幂级数解[J]. 甘肃工业大学学报,1997,23(3):77-82.Zhu Yan-peng, Zhang An-jiang. Power series solution of internal force and deformation of piles with m-method[J]. Journal of Gansu University of Technology, 1997, 23(3):77-82.
[5]
张耀辉,王新敏. 弹性支座对铁路简支梁桥墩台内力的影响研究[J]. 石家庄铁道学院学报,1999,12(3):80-83.Zhang Yao-hui, Wang Xin-min. Study on the internal force of the railway bridge pie with flexible support simple beam[J]. Journal of Shijiazhuang and Railway Institute, 1999, 12(3):80-83.
[6]
郗蔚东. 墩台桩(柱)基础空间计算的有限元法[J]. 桥梁建设,1984(2):31-46.Xi Wei-dong.The finite element method of space calculation in pier and abutment pile foundation[J]. Bridge Construction,1984(2):31-46.
[7]
吴宜凤,刘文会. 二维动态规划法在桩柱式墩台活载内力计算中的应用[J]. 吉林交通科技,1998(4):24-26.Wu Yi-feng,Liu Wen-hui.Application of two dimension dynamic planning on live load calculation of pile-columnpier[J].Jilin Science and Technology of Communications,1998(4):24-26.
[8]
徐玉中,周德富. 梁桥墩台水平力位移传导计算法[J].公路,1995(3):9-13.Xu Yu-zhong,Zhou De-fu.The calculation method of horizontal force displacement conduction of girder bridge pier[J].Highway,1995(3):9-13.
[9]
张磊. 水平荷载作用下单桩性状研究[D]. 杭州:浙江大学,2011.Zhang Lei.Study on behavior of single pile under lateral loading[D]. Hangzhou: Zhejiang University, 2011.
赖琼华.桩的P-S曲线计算方法[J]. 岩石力学与工程学报,2003,22(3):509-513.Lai Qiong-hua. Calculation procedure for P-S curve of piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2003,22(3):509-513.
[12]
赵明华,邹新军,罗松南. 水平荷载下桩侧土体位移分布的弹性解及其工程应用[J]. 土木工程学报,2005,38(10):108-111.Zhao Ming-hua, Zou Xin-jun, Luo Song-nan. Analytical solution of the elastic displacement distribution in the surrounding soil of laterally loaded piles and its application[J]. China Civil Engineering Journal, 2005, 38(10): 108-111.
[13]
周洪波,杨敏. 水平受荷桩的耦合算法[J]. 岩土工程学报,2005,27(4):432-436.Zhou Hong-bo, Yang Min. A coupling analytical solution of piles subjected lateral loads[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(4):432-436.
[14]
范秋雁,许胜才. 一类双排桩支护结构内力计算[J]. 岩石力学与工程学报,2012,31(增刊1):3152-3158.Fan Qiu-yan, Xu Sheng-cai. Calculation for a type of retaining structure with double-row piles[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(Suppl.1):3152-3158.
[15]
陈宝银. 桩基础梁桥柔性墩纵向水平力分析[J]. 武汉工业学院学报,2012,31(4):69-72.Chen Bao-yin. Calculation of the longitudinal level force at flexible pier of Bridge of pile of foundation[J]. Journal of Wuhan Polytechnic University, 2012,31(4):69-72.
[16]
Poulos H G. Behavior of laterally loaded piles:I-single piles[J].ASCE Journal of the Soil Mechanics and Foundations Division, 1971, 97(5): 711-731.
[17]
Poulos H G. Behaviour of laterally-loaded piles:II - pile groups[J].ASCE Journal of the Soil Mechanics and Foundations Division, 1971, 97(5): 732-751.
[18]
Pak R Y S. On the flexure of a partially embedded bar under lateal loads[J]. Journal of Applied Mechanics, 1989, 56(2):263-269.
[19]
马缤辉,赵明华. 考虑水平力作用的弹性地基梁位移及内力解析解[J]. 西北地震学报,2011,33:94-98.Ma Bin-hui, Zhao Ming-hua. An analytical solution of beam on elastic foundation subjected to horizontal force[J].Northwestern Seismological Journal, 2011, 33:94-98.
[20]
周绍烈. 梁桥墩台设计水平力的计算方法[J].西南交通大学学报,1993(5):30-36.Zhou Shao-lie. A general method for analyzing the horizontal loading acting on girder bridges[J]. Journal of Southwest Jiaotong University, 1993(5):30-36.
