Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 35 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
TENG Yan-jing, SHI Jin-long, GONG Jian-fei, WANG Shu-guang. Analysis method for internal force of pile foundation of complex high-rise buildings[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1138-1142.
Citation: TENG Yan-jing, SHI Jin-long, GONG Jian-fei, WANG Shu-guang. Analysis method for internal force of pile foundation of complex high-rise buildings[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1138-1142.
shu

Analysis method for internal force of pile foundation of complex high-rise buildings

  • Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013, China

More Information
  • Received Date: June 14, 2013
  • Published Date: November 24, 2013
    Graphical Abstract
    • Abstract
  • For the internal force analysis considering structure-foundation-soil interaction of pile foundation, the results of the internal force analysis used in structural design should be judged whether or not the structural safety is ensured, and the calculation precision should be studied. Based on the measured results, when the interaction analysis results of pile foundation settlement distribution shape and value meet the regional measured results and the deviation between the input pile stiffness and the initial pile stiffness is less than 10%, the calculated results can be directly used for the internal force analysis of pile foundation. The calculation can use the following two methods: (1) integral rigidity of one-time forming pile; (2) integral rigidity of one-time or step load forming pile, segmented incremental calculation and final superposition calculation.
    • FullText(HTML)
    • References (3)
  • [1]
    滕延京, 石金龙. 复杂体型的大底盘高层建筑基础设计[R].北京: 中国建筑科学研究院, 2012. (TENG Yan-jing, SHI Jin-long. Large thick raft foundation design under complex shape high-rise building[R]. Beijing: China Academy of Building Research, 2012. (in Chinese))
    [2]
    何颐华, 金宝森. 高层建筑箱型基础加摩擦群桩的桩土共同作用[R]. 北京: 中国建筑科学研究院, 1988. (HE Yi-hua, JIN Bao-sen. Consulting report of box foundation-friction pile group-soil interaction of tall building[R]. Beijing: China Academy of Building Research, 1988. (in Chinese))
    [3]
    滕延京, 等. 亮马河大厦桩基问题处理的咨询意见[R].北京: 中国建筑科学研究院, 1987. (TENG Yan-jing. Consulting report of Liangma River tower pile foundation[R]. Beijing: China Academy of Building Research, 1987. (in Chinese))
    • Related Articles

  • Related Articles

    [1]TIAN Ning, CHEN Jian, YOU Wei-jun, HUANG Jue-hao, ZHANG Jiang-xiong, YI Shun, FU Xiao-dong, TIAN Kai-wei. Simulation of undrained shear strength by rotated anisotropy with non-stationary random field[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 92-95. DOI: 10.11779/CJGE2021S2022
    [2]LIU Bing-heng, KONG Ling-wei, SHU Rong-jun, LI Tian-guo, JIAN Tao. Characteristics of small-strain shear modulus of Zhanjiang clay under influence of inherent anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 19-22. DOI: 10.11779/CJGE2021S2005
    [3]WANG Li-qin, ZHAO Cong, HU Xiang-yang, LI Lun, WANG Zheng, LI Kai-yu. Strength and structural anisotropy of loess[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 25-29. DOI: 10.11779/CJGE2021S1005
    [4]WU Ze-xiang, CHEN Jia-ying, YIN Zhen-yu. Finite element simulation of simple shear tests considering inherent anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1157-1165. DOI: 10.11779/CJGE202106020
    [5]KONG Ling-ming, YAO Yang-ping. K0-anisotropic UH model considering time effects[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 812-820. DOI: 10.11779/CJGE201505006
    [6]ZHOU Jian, LIU Zheng-yi, YAN Jia-jia. Effects of inherent and induced anisotropies on strength and deformation characteristics of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 666-670.
    [7]LIU Yang. Anisotropic strength criteria of sand: inherent anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(8): 1526-1534.
    [8]LIU Yang. Anisotropic strength criteria of sand: Stress-induced anisotropy[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 460-468.
    [9]LI Wenping, ZHANG Zhiyong, SUN Ruhua, WANG Weili, LI Xiaoqin. High pressure K0 creep experiment and the anisotropy of microstructure of deep buried clay[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1185-1190.
    [10]YIN Zongze, XU Zhiwei. Anisotropy of soils and its approximate simulation[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 547-551.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (286) PDF downloads (440) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return