Kraft L M,Ray P R,Kagawa T. Theoretical t-z curves [J]. Journal of the Geotechnical Engineering Division, 1981, 107(11): 1543―1561.
[2]
王旭东,魏道垛,宰金珉. 单桩荷载-沉降的非线性分析[J]. (南京建筑工程学院院报), 1994, 28(1): 15―23.Wang Xudong,Wei Daoduo,Zai Jinmin. Nonlinear analysis of load-settlement for single pile [J]. Journal of Nanjing Architectural and Civil Engineering Institute, 1994, 28(1): 15―23. (in Chinese)
[3]
刘齐建,杨林德. 桩基荷载传递函数扰动状态模型及应用[J]. (同济大学学报(自然科学版)), 2006, 34(2): 165―169.Liu Qijian,Yang Linde. New model of load transfer function for pile analysis based on disturbed state model [J]. Journal of Tongji University (Natural Science), 2006, 34(2): 165―169. (in Chinese)
[4]
王传文,梅国雄,宋林辉,宰金珉. 广义荷载传递函数及其应用[J]. (岩土力学), 2007, 28(6): 1217―1220.Wang Chuanwen,Mei Guoxiong,Song Linhui,Zai Jinmin. Generalized load transfer function and its application [J]. Rock and Soil Mechanics, 2007, 28(6): 1217―1220. (in Chinese)
[5]
洪毓康,陈强华. 钻孔灌注桩的荷载传递性能[J]. (岩土工程学报), 1985, 7(5): 22―24.Hong Yukang,Chen Qianghua. Load transfer performance of bored pile [J]. Chinese Journal of Geotechnical Engineering, 1985, 7(5): 22―24. (in Chinese)
[6]
董金荣,林胜天,戴一鸣. 大口径钻孔灌注桩荷载传递性状[J]. (岩土工程学报), 1994, 16(6): 123―131.Dong Jinrong,Lin Shengtian,Dai Yiming. Load transfer of cast-in-place pile [J]. Chinese Journal of Geotechnical Engineering, 1994, 16(6): 123―131. (in Chinese)
[7]
Seed H B,Reese L C. The action of soft clay along friction piles [J]. Proceedings of the American Society of Civil Engineers, 1955, (81): 112―118.
[8]
陈龙珠,梁国钱,朱金颖,葛炜. 桩轴向荷载-沉降曲线的一种解析算法[J]. (岩土工程学报), 1994, 16(16): 30―37.Chen Longzhu,Liang Guoqian,Zhu Jinying,Ge Wei. A parsing algorithm of axial load-settlement curve for pile [J]. Chinese Journal of Geotechnical Engineering, 1994, 16(16): 30―37. (in Chinese)
[9]
朱金颖,陈龙珠,葛炜. 层状地基中桩静载试验数据拟合分析[J]. (岩土工程学报), 1998, 20(3): 34―39.Zhu Jinying,Chen Longzhu,Ge Wei. Test data analysis for axially loaded piles in layered soil [J]. Chinese Journal of Geotechnical Engineering, 1998, 20(3): 34―39. (in Chinese)
[10]
邱钰,胡雪辉,刘松玉. 用荷载传递法计算深长大直径嵌岩桩单桩沉降[J]. (土木工程学报), 2001, 34(5): 72―75.Qiu Yu,Hu Xuehui,Liu Songyu. A formula for calculating the settlement of long rock-socketed single pile [J]. China Civil Engineering Journal, 2001, 34(5): 72―75. (in Chinese)
[11]
赵明华,邹丹,邹新军. 群桩沉降计算的荷载传递法[J]. (工程力学), 2006, 23(7): 119―123.Zhao Minghua,Zou Dan,Zou Xinjun. Settlement calculation of pile groups by load transfer method [J]. Engineering Mechanics, 2006, 23(7): 119―123. (in Chinese)
[12]
张忠苗. 桩基工程[M]. 北京: 中国建筑工业出版社, 2007: 165―180Zhang Zhongmiao. Pile foundation engineering [M]. Beijing: China Architecture and Building Press, 2007: 165―180(in Chinese)
[13]
王旭东,刘宇翼,宰金珉,诸宏博. 考虑剪切刚度系数变化的单桩弹塑性解[J]. (岩土工程学报), 2007, 29(12): 1758―1762.Wang Xudong,Liu Yuyi,Zai Jinmin,Zhu Hongbo. Elastic-plastic solution for axially loaded single pile considering variation of shear stiffness coefficient [J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1758―1762. (in Chinese)
[14]
Cooke R W,Price G,Tarr K. Jacked piles in London clay: A study of load transfer and settlement under working conditions [J]. Geotechnique, 1979, 29(2): 113―147.
[15]
Randolph M F,Worth C P. Analysis of deformation of vertically loaded piles [J]. Journal of Soil Mechanics and Foundations Division, 1978, (12): 56―61.
[16]
赵明华,张玲,杨明辉. 基于剪切位移法的刚性桩复合地基沉降计算[J]. (上海交通大学学报), 2007, 41(6): 965―969.Zhao Minghua,Zhang Ling,Yang Minghui. The settlement calculation of rigid-pile composite foundation by shear displacement method [J]. Journal of Shanghai Jiaotong University, 2007, 41(6): 965―969. (in Chinese)
[17]
高盟,高广运,杨成斌,冯世进,季瑜君. 层状地基群桩沉降计算的剪切位移解析解[J]. (岩土力学), 2010, 31(4): 1072―1077.Gao Meng,Gao Guangyun,Yang Chengbin,Feng Shijin,Ji Yujun. Analytical solution for settlement of group piles in layered group based on shear displacement method [J]. Rock and Soil Mechanics, 2010, 31(4): 1072―1077. (in Chinese)
[18]
Poulos H G. Analysis of settlement of pile groups [J]. Geotechnique, 1968, 18(3): 449―471.
[19]
周红波. 桩侧泥皮和桩底沉渣对钻孔桩承载力影响的数值模拟[J]. (岩土力学), 2007, 28(5): 956―960.Zhou Hongbo. Numerical simulation of effects of mud cake and bottom sediment on bearing capacity of bored pile [J]. Rock and Soils Mechanics, 2007, 28(5): 956―960. (in Chinese)
[20]
JGJ94-2008,建筑桩基技术规范[S]JGJ94-2008, 建筑桩基技术规范[S].北京:中国计划出版社, 2008.JGJ94-2008,Technical code for building pile foundations [S]JGJ94-2008, Technical code for building pile foundations [S].Beijing:China Planning Press, 2008. (in Chinese)
[21]
彭吉五. 考虑基岩埋置深度影响时单桩沉降特性研究[D]. 杭州: 浙江大学, 2007.Peng Jiwu. Research on the settlement of single pile considering the effect of embedded depth for bedrock [D]. Hangzhou: Zhejiang University, 2007. (in Chinese)
[22]
陈嘉熹. 虚土桩法可行性初步研究及分析[D]. 杭州: 浙江大学, 2008.Chen Jiaxi. Preliminary feasibility studies and analysis on method of virtual pile of soil [D]. Hangzhou: Zhejiang University, 2008. (in Chinese)
[23]
Coyle H M,Reese L C. Load transfer for axially loaded piles in clay [J]. Journal of Soil Mechanics and Foundations Division, 1966, 92(Suppl 2): 1―26.
[24]
Vijayvergiya V N. Load-movement characteristics of piles [J]. Coastal and Ocean Division, 1977(2): 269―284.
