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Volume 44 Issue 5
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LIU Chang, MA Li-yao, ZHENG Gang, YAN Cheng-dong, YANG Yu-hang. Field measurement and mechanism of inclined and vertical piles in foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 827-835. DOI: 10.11779/CJGE202205005
Citation: LIU Chang, MA Li-yao, ZHENG Gang, YAN Cheng-dong, YANG Yu-hang. Field measurement and mechanism of inclined and vertical piles in foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 827-835. DOI: 10.11779/CJGE202205005
shu

Field measurement and mechanism of inclined and vertical piles in foundation pits

  • 1.

    School of Civil Engineering, Tianjin University, Tianjin 300072, China

  • 2.

    Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin 300072, China

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  • Received Date: March 08, 2021
  • Available Online: September 22, 2022
    Graphical Abstract
    • Abstract
  • The inclined and vertical support for foundation pits is a kind of unsupported support system, which is formed by using the crown beam to connect the vertical cantilever pile and the inclined pile. The measured results of the existing projects show that the inclined and vertical alternate support has better anti-overturning and deformation control capability. However, there is still a lack of systematic research on the mechanism of inclined and vertical alternate support from the perspective of pile stress. Based on the field tests on the inclined and vertical alternate support piles in a foundation pit project in Tianjin, the forces of the inclined pile are monitored and analyzed. On this basis, the numerical modeling is carried out by using the finite element software PLAXIS. The mechanism of the axial forces of the inclined pile and the influences of the inclined angle and the arrangement of the inclined and vertical piles on the supporting performance are studied. The results show that the axial forces of the pile shaft are greater than those of the single-row inclined piles and double-row support piles, and the effect of inclined support is obvious to the deformation control of the support structures. The effect of inclined support is mainly due to the relative displacement of the inclined pile and the soil in the passive area to produce the side friction resistance of the pile. At the same time, it is found that increasing the inclined angle of the inclined pile is conducive to the inclined support of the inclined pile, which makes the lateral displacement of the support pile decrease, but the maximum positive bending moment of the pile shaft will increase at the same time. In addition, under the same amount of piles, different arrangements of inclined and vertical piles have small influences on the deformation of the support. The arrangement of one inclined and two vertical piles can reduce the stress of the vertical pile and the construction difficulty.
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    • References (18)
  • [1]
    郑刚, 朱合华, 刘新荣, 等. 基坑工程与地下工程安全及环境影响控制[J]. 土木工程学报, 2016, 49(6): 1–24. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201606001.htm

    ZHENG Gang, ZHU He-hua, LIU Xin-rong, et al. Control of safety of deep excavations and underground engineering and its impact on surrounding environment[J]. China Civil Engineering Journal, 2016, 49(6): 1–24. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201606001.htm
    [2]
    陈昆, 闫澍旺, 张智, 等. 不同内支撑支护体系对深基坑开挖变形的影响分析[J]. 天津大学学报(自然科学与工程技术版), 2017, 50(增刊1): 1–6. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDX2017S1001.htm

    CHEN Kun, YAN Shu-wang, ZHANG Zhi, et al. Impact analysis of deep foundation pit excavation under different bracing system[J]. Journal of Tianjin University (Science and Technology), 2017, 50(S1): 1–6. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDX2017S1001.htm
    [3]
    郭建芝, 曹华先. 斜桩挡土支护深基坑[J]. 广州建筑, 1997, 25(2): 38–41. https://www.cnki.com.cn/Article/CJFDTOTAL-GZJZ199702007.htm

    GUO Jian-zhi, CAO Hua-xian. Batter pile strutted deep foundation pit[J]. Guangzhou Architecture, 1997, 25(2): 38–41. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GZJZ199702007.htm
    [4]
    MAEDA T, SHIMADA Y, TAKAHASHI S, et al. Design and construction of inclined-braceless excavation support applicable to deep excavation[C]// International Conference on Soil Mechanics and Geotechnical Engineering, 2013, Paris.
    [5]
    孔德森, 张秋华, 史明臣. 基坑悬臂式倾斜支护桩受力特性数值分析[J]. 地下空间与工程学报, 2012, 8(4): 742–747. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201204013.htm

    KONG De-sen, ZHANG Qiu-hua, SHI Ming-chen. Study on the bearing behavior charactersitcis of cantilever inclined retaining pile for foundation pit[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(4): 742–747. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201204013.htm
    [6]
    孔德森, 张秋华, 史明臣. 基坑倾斜支护桩模型试验的数值模拟研究[J]. 岩土工程学报, 2011, 33(增刊2): 408–411. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract14390.shtml

    KONG De-sen, ZHANG Qiu-hua, SHI Ming-chen. Numerical simulation of model tests on inclined retaining piles in foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S2): 408–411. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract14390.shtml
    [7]
    孔德森, 张杰, 王士权, 等. 基坑支护倾斜悬臂桩受力变形特性试验研究[J]. 地下空间与工程学报, 2020, 16(1): 160–168. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE202001021.htm

    KONG De-sen, ZHANG Jie, WANG Shi-quan, et al. Experimental study on stress and deformation characteristics of cantilever inclined retaining pile for foundation pit support[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(1): 160–168. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE202001021.htm
    [8]
    SEO M, IM J C, KIM C, et al. Study on the applicability of a retaining wall using batter piles in clay[J]. Canadian Geotechnical Journal, 2016, 53(8): 1195–1212. doi: 10.1139/cgj-2014-0264
    [9]
    郑刚, 白若虚. 倾斜单排桩在水平荷载作用下的性状研究[J]. 岩土工程学报, 2010, 32(增刊1): 39–45. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1009.htm

    ZHENG Gang, BAI Ruo-xu. Behaviors study of inclined single row contiguous retaining piles under horizontal force[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 39–45. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1009.htm
    [10]
    刁钰, 苏奕铭, 郑刚. 主动式斜直交替倾斜桩支护基坑数值研究[J]. 岩土工程学报, 2019, 41(增刊1): 161–164. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract17936.shtml

    DIAO Yu, SU Yi-ming, ZHENG Gang. Numerical study on oblique-straight alternate piles for active support of excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 161–164. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract17936.shtml
    [11]
    王恩钰, 周海祚, 郑刚, 等. 基坑倾斜桩支护的变形数值分析[J]. 岩土工程学报, 2019, 41(增刊1): 73–76. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract17914.shtml

    WANG En-yu, ZHOU Hai-zuo, ZHENG Gang, et al. Numerical analyses of deformation of inclined pile-retained excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 73–76. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract17914.shtml
    [12]
    刘涛. 倾斜桩在基坑支护中的作用机理和简化计算方法[D]. 天津: 天津大学, 2018.

    LIU Tao. The Function Mechanism and Simplified Calculation Method of Inclined Pile in Foundation Pit Support[D]. Tianjin: Tianjin University, 2018. (in Chinese).
    [13]
    张秋华. 基坑支护倾斜桩的受力变形特性及其影响因素分析[D]. 青岛: 山东科技大学, 2012.

    ZHANG Qiu-hua. Analysis of Deformation Char-Acteristics and Influencing Factors of Inclined Pile in Foundation Pit Support[D]. Qingdao: Shandong University of Science and Technology, 2012. (in Chinese).
    [14]
    OU C Y, HSIEH P G, CHIOU D C. Characteristics of ground surface settlement during excavation[J]. Canadian Geotechnical Journal, 1993, 30(5): 758–767.
    [15]
    JARDINE R J, POTTS D M, FOURIE A B, et al. Studies of the influence of non-linear stress–strain characteristics in soil–structure interaction[J]. Géotechnique, 1986, 36(3): 377–396.
    [16]
    尹骥. 小应变硬化土模型在上海地区深基坑工程中的应用[J]. 岩土工程学报, 2010, 32(增刊1): 166–172. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1033.htm

    YIN Ji. Application of hardening soil model with small strain stiffness in deep foundation pits in Shanghai[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 166–172. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1033.htm
    [17]
    郑刚, 何晓佩, 周海祚, 等. 基坑斜–直交替支护桩工作机理分析[J]. 岩土工程学报, 2019, 41(增刊1): 97–100. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract17920.shtml

    ZHENG Gang, HE Xiao-pei, ZHOU Hai-zuo, et al. Working mechanism of inclined-vertical retaining piles in excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 97–100. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract17920.shtml
    [18]
    徐源, 郑刚, 路平. 前排桩倾斜的双排桩在水平荷载下的性状研究[J]. 岩土工程学报, 2010, 32(增刊1): 93–98. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1019.htm

    XU Yuan, ZHENG Gang, LU Ping. Behaviors of double-row contiguous retaining piles with raking front-row piles under horizontal loads[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 93–98. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1019.htm
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