[1] |
刘述丽,易神州,张昆. 海上大直径钢管桩水平向桩土界面参数试桩分析 [J]. 水利水电技术,2018,49(5):205-212.
LIUS L,YIS Z,ZHANGK. Analysis on trial pile for horizontal pile-soil interface parameters of large diameter offshore steal-pipe pile [J]. Water Resources and Hydropower Engineering,2018,49(5):205-212. |
[2] |
郭骞,吴宪锴,杜海鑫. 浑河大桥嵌岩桩水平加载试验研究 [J]. 水利与建筑工程学报,2017,15(5):144-148.
GUOQ,WUX K,DUH X. Horizontal loading test of piles embedded in Hun River Bridge [J]. Journal of Water Resources and Architectural Engineering,2017,15(5):144-148. |
[3] |
劳伟康,周治国,周立运. 水平推力桩在大位移情况下m值的确定 [J]. 岩土力学,2008,29(1):192-196.
LAOW K,ZHOUZ G,ZHOUL Y. Analysis of m value for lateral loaded pile under large deflection [J]. Rock and Soil Mechanics, 2008,29(1):192-196. |
[4] |
李鹏飞. 基于大比尺模型试验的钢护筒嵌岩桩承载特性研究 [D]. 重庆:重庆交通大学,2015.
LIP F. Study on bearing capacity of rock-socketed pile with steel casing based on large scale model test [D]. Chongqing:Chongqing Jiaotong University,2015. |
[5] |
王多垠,兰超,何光春,等. 内河港口大直径嵌岩灌注桩横向承载性能室内模型试验研究 [J]. 岩土工程学报,2007,29(9):1307-1313.
WANGD Y,LANC,HEG C,et al. Researches on lateral support behavior of large diameter rock-socketed cast-in-place piles at river port by laboratory model test [J]. Chinese Journal of Geotechnical Engineering,2007,29(9):1307-1313. |
[6] |
张埕豪,赵其华,娄琛,等. 考虑基岩层面影响的水平受荷嵌岩桩模型试验研究 [J]. 工程地质学报,2019,27(2):286-293.
ZHANGC H,ZHAOQ H,LOUC,et al. Model experimental study of rock socketed pile in slope strata subjected to horizontal loading [J]. Journal of Engineering Geology,2019,27(2):286-293. |
[7] |
徐海滨,吕鹏远,杜修力. 基于现场试验的海上风电大直径单桩三维水平承载力研究 [J]. 水利水电技术,2020,51(7):154-160.
XUH B,LÜP Y,DUX L. Research on 3D horizontal bearing capacity of large diameter monopile of offshore wind power based on field test [J]. Water Resources and Hydropower Engineering,2020,51(7):154-160. |
[8] |
SORENSENS P H,BRODBAEKK T,MOLLERM,et al. Evaluation of the load-displacement relationships for large-diameter piles in sand[C]//Topping B H V,Neves L F C,Barros R C. Proceedings of the Twelfth International Conference on Civil, Scotland,2009. Scotland:Structural and Environmental Engineering Computing Civil-Comp Press,2009:244-262. |
[9] |
CHONGW L,HAQUEA,RANJITHP G,et al. Effect of joints on p–y behaviour of laterally loaded piles socketed into mudstone [J]. International Journal of Rock Mechanics and Mining Sciences,2011,48(3):372-379. |
[10] |
LIANGR Y,SHATNAWIE S. Estimating subgrade reaction modulus for transversely isotropic rock medium [J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,136(8):1077-1085. |
[11] |
王建华,陈锦剑,柯学. 水平荷载下大直径嵌岩桩的承载力特性研究 [J]. 岩土工程学报,2007(8):1194-1198.
WANGJ H,CHENJ J,KEX. Characteristics of large diameter rock-socketed piles under lateral loads [J]. Chinese Journal of Geotechnical Engineering,2007(8):1194-1198. |
[12] |
王俊林,王复明,任连伟,等. 大直径扩底桩单桩水平静载试验与数值模拟 [J]. 岩土工程学报,2010,32(9):1406-1411.
WANGJ L,WANGF M,RENL W,et al. Horizontal static load test and numerical simulation of single large diameter under-reamed pile [J]. Chinese Journal of Geotechnical Engineering,2010,32(9):1406-1411. |
[13] |
王永艺,周世良,廖冬. 港口工程斜坡上嵌岩桩水平承载能力分析 [J]. 中国港湾建设,2018,38(4):6-11.
WANGY Y,ZHOUS L,LIAOD. Analysis on horizontal bearing capacity of slope rock-socketed pile in port engineering [J]. China Harbour Engineering,2018,38(4):6-11. |
[14] |
GABRM A,BORDENR H,CHOK H,et al. P-y curves for laterally loaded drilled shafts embedded in weathered rock [R]. North Carolina:North Carolina State University,2002. |
[15] |
LIANGR,YANGK,NUSAIRATJ. P-y criterion for rock mass [J]. Journal of Geotechnical and Geoenvironmental Engineering,2009,135(1):26-36. |
[16] |
张坤勇,李广山,杜伟,等. 基于数值试验的嵌岩桩横向承载力研究 [J]. 四川大学学报(工程科学版),2016,48(6):58-67.
ZHANGK Y,LIG S,DUW,et al. Study on lateral bearing capacity of rock-socketed piles based on numerical tests [J]. Journal of Sichuan University (Engineering Science Edition),2016,48(6):58-67. |
[17] |
YANGK. Analysis of laterally loaded drilled shafts in rock [D]. Ohio:University of Akron,2006. |
[18] |
BIENIAWSKIZ T. Engineering rock mass classifications:a complete manual for engineers and geologists in mining,civil,and petroleum engineering [M]. New York:Wiley,1989. |
[19] |
HAZZARL,HUSSIENM N,KARRAYM. Influence of vertical loads on lateral response of pile foundations in sands and clays [J]. Journal of Rock Mechanics and Geotechnical Engineering,2017,9(2):291-304. |
[20] |
张磊,龚晓南,俞建霖. 考虑土体屈服的纵横荷载单桩变形内力分析 [J]. 岩土力学,2011,32(8):2441-2445+2478.
ZHANGL,GONGX N,YUJ L. Analysis of deformation and internal force for single pile under combined vertical and lateral loads considering yielding of soil [J]. Rock and Soil Mechanics,2011,32(8):2441-2445+2478. |
[21] |
陈林靖,郑俊,余其凤. 坡顶面复合荷载刚性短桩工程设计要素分析 [J]. 工程地质学报,2017,25(6):1593-1602.
CHENL J,ZHENGJ,YUQ F. Analysis of design elements of incline load short rigid pile in slope crest zone [J]. Journal of Engineering Geology,2017,25(6):1593-1602. |
[22] |
LIANGF Y,ZHANGH,WANGJ L. Variational solution for the effect of vertical load on the lateral response of offshore piles [J]. Ocean Engineering,2015,99(5):23-33. |
[23] |
NIRAULAL D. Development of modified t-z curves for large diameter piles/drilled shafts in limestone for fb-pier [D]. Florida:University of Florida,2004. |
[24] |
中交公路规划设计院有限公司. 公路桥涵地基与基础设计规范:JTG 3363—2019 [S]. 北京:人民交通出版社,2019.
CCCCHighway Consultants Co., Ltd. Specifications for design of foundation of highway bridges and culverts:JTG 3363—2019 [S]. Beijing:China Communications Press,2019. |