[21] |
MCCLELLAND B,JR J A F. Soil modulus for laterally loaded piles[J]. Transactions,ASCE,1958,123:1 049-1 063.
|
[1] |
POULOS H G. Raked piles-virtues and draw backs[J]. Journal of Geotechnical and Geoenvironmental Engineering,2006,132(6):795-803.
|
[4] |
靳 彩,赵 瑜,李风兰,等. 送电线路铁塔复合式斜桩基础试验研究[J]. 工业建筑,2001,31(9):45-47.(JIN Cai,ZHAO Yu,LI Fenglan,et al. The experimental research on the complex inclined pile foundation for power line tower[J]. Industrial Construction,2001,31(9):45-47.(in Chinese))
|
[8] |
American Petraleum Institute. Recommended practice for planning,designing and constructing fixed offshore platforms[M]. Washington,D.C:American Petraleum Institute Production Department,2000:65-66.
|
[11] |
朱 斌,朱瑞燕,罗 军,等. 海洋高桩基础水平大变位性状模型试验研究[J]. 岩土工程学报,2010,32(4):521-530.(ZHU Bin,ZHU Ruiyan,LUO Jun,et al. Model tests on characteristics of ocean and offshore elevated piles with large lateral deflection[J]. Chinese Journal of Geotechnical Engineering,2010,32(4):521-530.(in Chinese))
|
[14] |
RAJASHREE S S,SITHARAM T G. Nonlinear finite-element modeling of batter piles under lateral load[J]. Journal of Geotechnical and Geoenvironmental Engineering,2001,127(7):604-612.
|
[6] |
韩理安. 水平承载桩的计算[M]. 长沙:中南大学出版社,2004:3-6.(HAN Li?an. Calculation of horizontally loaded piles[M]. Changsha:Central South University Press,2004:3-6.(in Chinese))
|
[16] |
袁廉华,陈仁朋,孔令刚,等. 轴向荷载对斜桩水平承载特性影响试验及理论研究[J]. 岩土力学,2013,34(7):1 958-1 964.(YUAN Lianhua,CHEN Renpeng,KONG Linggang,et al. Test and theoretical research on influence of axial load on lateral bearing capacity of batter piles[J]. Rock and Soil Mechanics,2013,34(7):1 958-1 964.(in Chinese))
|
[26] |
GUO W D. Simple model for nonlinear response of 52 laterally loaded piles[J]. Journal of Geotechnical and Geoenvironmental Engineering,2013,139(2):234-252.
|
[10] |
O?NEILL M W,MURCHINSON J M. An evaluation of p-y relationships in sand[R]. Washington D C:American Petroleum Institute,1983.
|
[5] |
曹卫平,樊文甫. 水平荷载作用下斜桩承载变形性状数值分析[J]. 中国公路学报,2017,30(9):34-43.(CAO Weiping,FAN Wenfu. Numerical analysis on bearing and deformation behavior of horizontally loaded batter piles[J]. China Journal of Highway and Transport,2017,30(9):34-43.(in Chinese))
|
[9] |
REESE L C,COX W R,KOOP F D.Analysis of laterally loaded piles in sand[C]// Proceedings of the Sixth Annual Offshore Technology Conference.Houston:Texas,1974:473-483.
|
[15] |
ZHANG L M,MCVAY M C,LAI P W. Centrifuge modelling of laterally loaded single battered piles in sand[J]. Canadian Geotechnical Journal,1999,36(6):1 074-1 084.
|
[19] |
中华人民共和国行业标准编写组. JGJ94-2008建筑桩基技术规范[S]. 北京:中国建筑工业出版社,2008.(The Professional Standards Compilation Group of People?s Republic of China. JGJ94-2008 Technical code for building pile foundations[S]. Beijing:China Architecture and Building Press,2008.(in Chinese))
|
[25] |
BARTON Y O. Laterally loaded model piles in sand:Centrifuge tests and finite element analyses[D]. London:University of Cambridge,1982.
|
[2] |
GEROLYMOS N,GIANNAKOU A,ANASTASOPOULOS L,et al. Evidence of beneficial role of inclined piles:Observations and summary of numerical analyses[J]. Bulletin of Earthquake Engineering,2008,6(4):705-722.
|
[12] |
KONDNER R L. Hyperbolic stress-strain response:Cohesive soils[J]. Journal of Soil Mechanics and Foundation Division,1963,89(1):115-144.
|
[18] |
中华人民共和国行业标准编写组. JTS 167-4—2012港口工程桩基规范[S]. 北京:人民交通出版社,2012.(The Professional Standards Compilation Group of People?s Republic of China. JTS 167-4—2012 Code for pile foundation of harbor engineering[S]. Beijing:China Communications Press,2012.(in Chinese))
|
[20] |
邵红才,吕凡任,金耀华,等. 竖向荷载作用下对称双斜桩基础水平承载力模型试验研究[J]. 长江科学院院报,2014,31(6):65-68. (SHAO Hongcai,LÜ Fanren,JIN Yaohua,et al. Model test on horizontal bearing capacity of symmetrically inclined double-pile under vertical load[J]. Journal of Yangtze River Scientific Research Institute,2014,31(6):65-68.(in Chinese))
|
[22] |
王惠初,武冬青,田 平. 黏土中横向静载桩P-Y曲线的一种新的统一法[J]. 河海大学学报:自然科学版,1991,19(1):9-17.(WANG Huichu,WU Dongqing,TIAN Ping. A new unified method of p-y curve for laterally loaded pile groups in plasticity soil[J]. Journal of Hohai University,1991,19(1):9-17.(in Chinese))
|
[24] |
BROMS B. Lateral resistance of pile in cohesionless soil[J]. Journal of Soil Mechanics and Foundation Division,ASCE,1964,90(SM3): 123-156.
|
[3] |
龚维明,黄 挺,戴国亮. 海上风电机高桩基础关键参数试验研究[J]. 岩土力学,2011,32(增2):115-121.(GONG Weiming,HUANG Ting,DAI Guoliang. Experimental study of key parameters of high piled foundation for offshore wind turbine[J]. Rock and Soil Mechanics,2011,32(Supp.2):115-121.(in Chinese))
|
[7] |
MATLOCK H. Correlation for design of laterally loaded piles in soft clay[C]// Proceedings of the Second Annual Offshore Technology Conference.Houston:Texas,1970:577-594.
|
[13] |
杨征宇,杨 剑,王天慧,等. 输电塔基础斜桩非线性p-y曲线[J]. 河海大学学报:自然科学版,2010,38(1):104-108.(YANG Zhengyu,YANG Jian,WANG Tianhui,et al. Nonlinear p-y curve for batter piles infoundation of transmission towers[J]. Journal of Hohai University:Natural Science,2010,38(1):104-108.(in Chinese))
|
[17] |
凌道盛,任 涛,王云岗. 砂土地基斜桩水平承载特性p-y曲线法[J]. 岩土力学,2013,34(1):155-162.(LING Daosheng,REN Tao,WANG Yungang. A p-y curves method for horizontal bearing characteristics of single batter pile in sands[J]. Rock and Soil Mechanics,2013,34(1):155-162.(in Chinese))
|
[23] |
REESE L,COX W,KOOP F. Field Testing and analysis of laterally loaded piles om stiff clay[C]// Proceedings of the Seventh Annual Offshore Technology Conference. Houston:Texas,1975:671-690.
|
[27] |
朱 斌,熊 根,刘晋超,等. 砂土中大直径单桩水平受荷离心模型试验[J]. 岩土工程学报,2013,35(10):1 807-1 815.(ZHU Bin,XIONG Gen,LIU Jinchao,et al. Centrifuge modelling of a large-diameter single pile under lateral loads in sand[J]. Chinese Journal of Geotechnical Engineering,2013,35(10):1 807-1 815.(in Chinese))
|