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Volume 44 Issue S2
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WANG Nian-xiang, LIU Chao, LIN Xian-cai, CAO Chang-hao, LIAN Chang-qiu. Comparative analysis of bearing capacity of CFG single pile by centrifugal model tests and field tests[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 6-10. DOI: 10.11779/CJGE2022S2002
Citation: WANG Nian-xiang, LIU Chao, LIN Xian-cai, CAO Chang-hao, LIAN Chang-qiu. Comparative analysis of bearing capacity of CFG single pile by centrifugal model tests and field tests[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 6-10. DOI: 10.11779/CJGE2022S2002
shu

Comparative analysis of bearing capacity of CFG single pile by centrifugal model tests and field tests

  • 1.

    Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China

  • 2.

    State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing 210029, China

  • 3.

    Zhanjiang Port (Group) Co. LTD, Zhanjiang 524068, China

  • 4.

    Guangdong Province Planning and Design Institute for Water Transportation Co. LTD, Guangzhou 510050, China

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  • Received Date: December 07, 2022
  • Available Online: March 26, 2023
    Graphical Abstract
    • Abstract
  • For the soft soil foundation slipped in the storage yard of a wharf, the composite foundation with CFG pile net is used for reinforcement in typical zone. The centrifugal model tests and field static load tests are carried out to study the bearing behavior of CFG pile. The bearing deformation difference of single pile between the centrifugal model tests and the field static load tests is compared and analyzed. The test results of the vertical ultimate bearing capacity of single pile are compared with the calculated ones by the method recommended by China's technical code for composit foundation. The results show that there are obvious differences between the Q-s curves of the centrifugal model tests and field static load tests. The ultimate bearing capacity of single pile of the centrifugal model tests is greater than that of the field static load tests, and their maximum test loads are basically the same. The calculated values of the vertical ultimate bearing capacity of single pile are lower than those of the centrifugal model tests and field static load tests.
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    • References (12)
  • [1]
    刘汉龙, 赵明华. 地基处理研究进展[J]. 土木工程学报, 2016, 49(1): 96–115. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201601013.htm

    LIU Han-long, ZHAO Ming-hua. Review of ground improvement technical and its application in China[J]. China Civil Engineering Journal, 2016, 49(1): 96–115. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201601013.htm
    [2]
    何宁, 娄炎, 娄斌. CFG桩复合地基加固桥头深厚软基[J]. 水利水运工程学报, 2010(4): 89–94. https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY201004018.htm

    HE Ning, LOU Yan, LOU Bin. Improvement of deep and thick soft foundation at the end of a bridge by using CFG pile composite foundation[J]. Hydro-Science and Engineering, 2010(4): 89–94. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY201004018.htm
    [3]
    李继才, 郦能惠, 丛建, 等. 大型储罐CFG桩复合地基变形性状和变刚度调平设计[J]. 岩土工程学报, 2018, 40(6): 1111–1116. doi: 10.11779/CJGE201806017

    LI Ji-cai, LI Neng-hui, CONG Jian, et al. Deformation behaviors and variable rigidity design with equilibrium settlement for CFG pile composite foundation of large storage tanks[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(6): 1111–1116. (in Chinese) doi: 10.11779/CJGE201806017
    [4]
    左宏亮, 金宁政, 许成云. 黏性土地区螺杆灌注桩竖向承载力静载试验[J]. 沈阳建筑大学学报(自然科学版), 2016, 32(2): 225–231. https://www.cnki.com.cn/Article/CJFDTOTAL-SYJZ201602005.htm

    ZUO Hong-liang, JIN Ning-zheng, XU Cheng-yun. Experiment on vertical bearing capacity of screw grout pile in cohesive area[J]. Journal of Shenyang Jianzhu University (Natural Science), 2016, 32(2): 225–231. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SYJZ201602005.htm
    [5]
    马天忠, 朱彦鹏, 任永忠, 等. 黄土地区长短组合桩的承载力及变形特性试验研究[J]. 岩土工程学报, 2018, 40(增刊1): 259–265, 92. doi: 10.11779/CJGE2018S1042

    MA Tian-zhong, ZHU Yan-peng, REN Yong-zhong, et al. Bearing capacity and displacement characteristics of long-short composite piles in loess areas[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 259–265, 92. (in Chinese) doi: 10.11779/CJGE2018S1042
    [6]
    郅彬, 李戈, 王永鑫, 等. CFG桩复合地基承载性状试验研究[J]. 建筑结构, 2017, 47(23): 100–102, 71. https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201723020.htm

    ZHI Bin, LI Ge, WANG Yong-xin, et al. Experimental research on load-bearing property of CFG pile composite foundation[J]. Building Structure, 2017, 47(23): 100–102, 71. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201723020.htm
    [7]
    孙广利, 付健阳. CFG桩复合地基载力数值模拟与现场试验[J]. 吉林建筑大学学报, 2021, 38(4): 27–31. https://www.cnki.com.cn/Article/CJFDTOTAL-JLJZ202104005.htm

    SUN Guang-li, FU Jian-yang. Bearing capacity numerical simulation and field test of CFG pile composite foundation[J]. Journal of Jilin Jianzhu University, 2021, 38(4): 27–31. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JLJZ202104005.htm
    [8]
    姜雷. 基于土拱效应的CFG桩复合地基承载力设计方法[J]. 高速铁路技术, 2021, 12(4): 73–76, 102. https://www.cnki.com.cn/Article/CJFDTOTAL-GSTL202104015.htm

    JIANG Lei. Design method for bearing capacity of CFG pile composite foundation based on soil arching effect[J]. High Speed Railway Technology, 2021, 12(4): 73–76, 102. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GSTL202104015.htm
    [9]
    王年香, 章为民. 土工离心模型试验技术与应用[M]. 北京: 中国建筑工业出版社, 2015.

    WANG Nian-xiang, ZHANG Wei-min. Centrifugal Model Test Technology and its Application[M]. Beijing: China Architecture & Building Press, 2015. (in Chinese)
    [10]
    蔡正银, 徐光明. 港口工程离心模拟技术[M]. 北京: 科学出版社, 2020.

    CAI Zheng-yin, XU Guang-ming. Centrifugal Simulation Technology of Port Engineering[M]. Beijing: Science Press, 2020. (in Chinese)
    [11]
    建筑基桩检测技术规范: JGJ 106—2014[S]. 北京: 中国建筑工业出版社, 2014.

    Technical Code for Testing of Building Foundation Piles: JGJ 106—2014[S]. Beijing: China Architecture & Building Press, 2014. (in Chinese)
    [12]
    复合地基技术规范: GB/T 50783—2012[S]. 北京: 中国计划出版社, 2012.

    Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical Code for Composite Foundation: GB/T 50783—2012[S]. Beijing: China Planning Press, 2012. (in Chinese)
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