• 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
LIU Yongchao, LIU Yan, LI Bingbing, ZHANG Guoping, HU Zhixin, LIU Jianzhi. Flexural tests and numerical simulations of prestressed concrete pipe piles with partial hybrid reinforcement based on support of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 406-414. DOI: 10.11779/CJGE20221359
Citation: LIU Yongchao, LIU Yan, LI Bingbing, ZHANG Guoping, HU Zhixin, LIU Jianzhi. Flexural tests and numerical simulations of prestressed concrete pipe piles with partial hybrid reinforcement based on support of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 406-414. DOI: 10.11779/CJGE20221359

Flexural tests and numerical simulations of prestressed concrete pipe piles with partial hybrid reinforcement based on support of foundation pits

More Information
  • Received Date: November 02, 2022
  • Available Online: April 05, 2023
  • When the prestressed concrete pipe piles with hybrid reinforcement (PRC pipe pile) are used as the supporting piles of foundation pits, in order to improve the utilization efficiency of non-prestressed reinforcement, it is proposed to use the pipe pile with non-prestressed reinforcement in the section as the supporting piles. Through the statistical analysis of the moment distribution of the supporting piles in 80 foundation pit projects in Tianjin, the full-scale bending tests and finite element analyses of the prestressed high-strength concrete pipe piles with partial hybrid reinforcement (PR-PHC pipe piles), the feasibility of the sectional reinforcement and the bending resistance of the PR-PHC pipe piles are studied. The research results show that the interval distribution of the bending moment of the pile shaft of single support row piles, inclined piles and cantilever piles has regularity. The non-prestressed reinforcement configured in the section of PR-PHC pipe piles can improve its ultimate bending bearing capacity and bending stiffness, and effectively improve the spread of pile cracks. The proposed numerical model can better reflect the actual situation of the tests. In addition, the adverse working conditions that may be encountered in the practical application of PR-PHC pipe piles are analyzed. It is proved that the PR-PHC pipe piles can be used to replace the PRC ones in foundation pit engineering, which reduces the use of reinforcement and promotes the carbon emission reduction.
  • [1]
    何永福, 朱进军. 管桩在连云港地区基坑支护中的应用及实测分析[J]. 建筑结构, 2009, 39(7): 57-59.

    HE Yongfu, ZHU Jinjun. Application and observational analysis of pipe-pile for excavation support system in Lianyungang district[J]. Building Structure, 2009, 39(7): 57-59. (in Chinese)
    [2]
    李绥林, 刘合伍, 陈昌文. PHC管桩在某基坑支护工程中的设计与施工[J]. 施工技术, 2010, 39(增刊1): 13-16.

    LI Suilin, LIU Hewu, CHEN Changwen. The design and construction of PHC pipe pile technique in one deep foundation pit supporting engineering[J]. Construction Technology, 2010, 39(S1): 13-16. (in Chinese)
    [3]
    沈晞, 周建凡, 夏亮. PHC管桩在基坑支护工程中的应用研究[J]. 国外建材科技, 2007, 28(1): 70-73.

    SHEN Xi, ZHOU Jianfan, XIA Liang. Research on application of PHC piles in foundation pit supporting[J]. Science and Technology of Overseas Building Materials, 2007, 28(1): 70-73. (in Chinese)
    [4]
    张忠苗, 刘俊伟, 邹健, 等. 加强型预应力混凝土管桩抗弯剪性能试验研究[J]. 浙江大学学报(工学版), 2011, 45(6): 1074-1080.

    ZHANG Zhongmiao, LIU Junwei, ZOU Jian, et al. Experimental study on flexural and shearing property of reinforced prestressed concrete pipe pile[J]. Journal of Zhejiang University (Engineering Science), 2011, 45(6): 1074-1080. (in Chinese)
    [5]
    王新玲, 高会宗, 周同和, 等. 新型混合配筋预应力混凝土管桩抗弯性能试验研究[J]. 工业建筑, 2012, 42(8): 64-68.

    WANG Xinling, GAO Huizong, ZHOU Tonghe, et al. Experimental studies of flexural behavior of new type prestressed concrete pipe pile with compound unprestressed reinforcement[J]. Industrial Construction, 2012, 42(8): 64-68. (in Chinese)
    [6]
    杜新喜, 胡锐, 袁焕鑫, 等. 混合配筋预应力混凝土管桩抗弯承载性能研究[J]. 土木工程学报, 2019, 52(1): 44-52.

    DU Xinxi, HU Rui, YUAN Huanxin, et al. Study on flexural behavior of prestressed concrete pipe pile with hybrid reinforcement[J]. China Civil Engineering Journal, 2019, 52(1): 44-52. (in Chinese)
    [7]
    徐金, 何晶. 增加非预应力筋的混凝土管桩抗弯抗剪性能研究[J]. 工业建筑, 2016, 46(10): 109-112, 130.

    XU Jin, HE Jing. Research on flexural and shear behavior of prestressed concrete pipe pile with non prestressed reinforcement[J]. Industrial Construction, 2016, 46(10): 109-112, 130. (in Chinese)
    [8]
    张忠苗, 刘俊伟, 谢志专, 等. 新型混凝土管桩抗弯剪性能试验研究[J]. 岩土工程学报, 2011, 33(增刊2): 271-277. http://cge.nhri.cn/cn/article/id/14363

    ZHANG Zhongmiao, LIU Junwei, XIE Zhizhuan, et al. Experimental study on flexural and shearing properties of modified concrete pipe piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S2): 271-277. (in Chinese) http://cge.nhri.cn/cn/article/id/14363
    [9]
    黄汉林, 卢玉南. 混合配筋预应力混凝土管桩在深基坑支护工程中的应用[J]. 工程勘察, 2022, 50(8): 13-16, 27.

    HUANG Hanlin, LU Yunan. Application of prestressed reinforced concrete pipe piles in retaining of deep foundation pit[J]. Geotechnical Investigation & Surveying, 2022, 50(8): 13-16, 27. (in Chinese)
    [10]
    蔡磊, 梁世德, 顾明, 等. 预制高性能混合配筋预应力混凝土管桩在某深基坑支护中的应用[J]. 工程勘察, 2018, 46(12): 25-29.

    CAI Lei, LIANG Shide, GU Ming, et al. Application of high reinforced prestressed concrete compounded pipe piles in deep foundation pit[J]. Geotechnical Investigation & Surveying, 2018, 46(12): 25-29. (in Chinese)
    [11]
    常玉军, 刘毅, 张吉庆, 等. PRC管桩在基坑支护工程中的应用[J]. 探矿工程(岩土钻掘工程), 2017, 44(6): 78-83.

    CHANG Yujun, LIU Yi, ZHANG Jiqing, et al. Application of PRC pipe pile in foundation pit support engineering[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2017, 44(6): 78-83. (in Chinese)
  • Related Articles

    [1]Research on machine learning model for refined inversion of mechanical parameters of surrounding rock considering zonal deterioration[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240641
    [2]ZHANG Yu, WANG Peng-sheng, LI Da-yong, ZHANG Yu-kun, WEI Kai. Numerical simulation method for hydraulic fracture pressure of perforated surrounding rock under hydraulic coupling[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(3): 409-419. DOI: 10.11779/CJGE202203002
    [3]LI Bin, HUANG Da, JIANG Qing-hui, CHEN Guo-qing. Fracture pattern and toughness of layered sandstone influenced by layer orientation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1854-1862. DOI: 10.11779/CJGE201910009
    [4]HENG Shuai, YANG Chun-he, ZENG Yi-jin, GUO Yin-tong, WANG Lei, HOU Zhen-kun. Experimental study on hydraulic fracture geometry of shale[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1243-1251. DOI: 10.11779/CJGE201407008
    [5]TANG Zhi, PAN Yi-shan, LI Zhong-hua, LI Li-ping, ZHENG Wen-hong. Charge induction mechanism in the process of fracture of coal-rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1156-1160.
    [6]Comparative analyses of model tests and in-situ monitoring of zonal disintegration of rock mass in deep tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
    [7]BAI Jianbiao, WANG Xiangyu, JIA Mingkui, HOU Chaojiong. Theory and application of supporting in deep soft roadways[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 632-635.
    [8]LI Shuqing, WANG Weijun, PAN Changliang. Numerical analysis on support structure of rock around deep roadway[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 377-381.
    [9]ZHOU Cuiying, MU Chunmei. Relationship between micro-structural characters of fracture surface and strength of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1136-1141.
    [10]ZHU Chuanqu, MIAO Xiexing, XIE Donghai. A model for optimization of support patterns of soft rock roadway based on neural network[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 708-710.
  • Other Related Supplements

Catalog

    Article views (415) PDF downloads (119) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return