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Volume 44 Issue 11
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CAO Xue-shan, LU Xin-yu, GU Yi-ming. Variation of axial force of steel struts in deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 1988-1997. DOI: 10.11779/CJGE202211004
Citation: CAO Xue-shan, LU Xin-yu, GU Yi-ming. Variation of axial force of steel struts in deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 1988-1997. DOI: 10.11779/CJGE202211004
shu

Variation of axial force of steel struts in deep excavations

  • 1.

    College of Civil Engineering and Transportation Engineering, Hohai University, Nanjing 210024, China

  • 2.

    Shanghai Tunnel Engineering Co., Ltd., Shanghai 200032, China

  • 3.

    Sinoroad Traffic Science & Technology Co., Ltd., Nanjing 210032, China

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  • Received Date: August 08, 2021
  • Available Online: December 08, 2022
    Graphical Abstract
    • Abstract
  • The discrete data and unclear variation trend of axial force of steel structs are the important design problems, which seriously affect the safety and economic rationality of deep excavations. A three-dimensional finite element model for a deep soft excavation in Nanjing Metro station is established to study the variation of axial force of steel struts. Based on the monitoring data in the process of excavation, the dual-combination method for the axial forces of steel struts and wall deflection is put forward to validate the rationality of the model and parameters. The correlation between the wall deflection and the axial force of steel struts during is excavation revealed. Then, the influences of single- and double-axial preloading on the axial forces of steel structs, wall deflection and moment are studied to propose the basic requirements of using the preloading axial force technology to control deformation. The influences of struct erection conditions are studied to expound the reason of the discrete measured values of axial force of steel struts and the important influences of over-excavation on the safety of engineering, and to reveal the research significance of hanging steel struct erection. The research results may provide a new direction for the development of deformation control technology of deep excavations in thick soft soils.
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    • References (20)
  • [1]
    蒋洪胜, 刘国彬. 软土深基坑支撑轴力的时空效应变化规律研究[J]. 岩土工程学报, 1998, 20(6): 105–107. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract10234.shtml

    JIANG Hong-sheng, LIU Guo-bin. Time-space effect on strut force in deep excavation of soft soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 105–107. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract10234.shtml
    [2]
    GOLDBERG D T, JAWORSKI W E, GORDON M D. Lateral Support Systems and Underpinning[R]. Washington: Federal Highway Administration, 1976.
    [3]
    曹雪山, 张荣宽, 顾琴. 一种深基坑变形报警方法: CN105064371B[P]. 2017-07-18.

    CAO Xue-shan, ZHANG Rong-kuan, GU Qing. Deformation alarming method for deep foundation pit: CN105064371B[P]. 2017-07-18. (in Chinese)
    [4]
    陈保国, 闫腾飞, 王程鹏, 等. 深基坑地连墙支护体系协调变形规律试验研究[J]. 岩土力学, 2020, 41(10): 3289–3299. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202010014.htm

    CHEN Bao-guo, YAN Teng-fei, WANG Cheng-peng, et al. Experimental study on compatible deformation of diaphragm wall support system for deep foundation pit[J]. Rock and Soil Mechanics, 2020, 41(10): 3289–3299. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202010014.htm
    [5]
    金亚兵, 沈翔, 劳丽燕. 温度变化对深基坑内支撑轴力和变形的影响研究[J]. 岩土工程学报, 2021, 43(8): 1417–1425. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract18689.shtml

    JIN Ya-bing, SHEN Xiang, LAO Li-yan. Influences of temperature change on axial force and deformation of inner support in deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(8): 1417–1425. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract18689.shtml
    [6]
    刘国彬, 王卫东. 基坑工程手册[M]. 第2版. 北京: 中国建筑工业出版社, 2009: 1108–1150.

    LIU Guo-bin, WANG Wei-dong. Excavation Engineering Manual[M]. 2nd ed. Beijing: China Architecture & Building Press, 2009: 1108–1150. in Chinese)
    [7]
    建筑基坑支护技术规程: JGJ 120—2012[S]. 2012.

    Technical Specification for Retaining and Protection of Building Foundation Excavations: JGJ 120—2012[S]. 2012. (in Chinese)
    [8]
    曹雪山, 额力素, 曹怀玉. 深基坑钢支撑预加力对围护墙变形影响[J]. 河北工程大学学报(自然科学版), 2020, 37(3): 33–39. https://www.cnki.com.cn/Article/CJFDTOTAL-HJXU202003005.htm

    CAO Xue-shan, E Li-su, CAO Huai-yu. Influence of inner steel strut prestress on the retaining wall deformation of deep excavation[J]. Journal of Hebei University of Engineering (Natural Science Edition), 2020, 37(3): 33–39. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HJXU202003005.htm
    [9]
    建筑基坑工程监测技术规范: GB 50497—2009[S]. 2009.

    Technical Code for Monitoring of Building Excavation Engineering: GB 50497—2009[S]. 2009. (in Chinese)
    [10]
    江苏省城市轨道交通工程监测规程: DGJ32—J195— 2015[S]. 2015.

    Technical Specification for Monitoring Measurement of Urban Rail Transit Engineering in Jiangsu Province: DGJ32—J195—2015[S]. 2015. (in Chinese)
    [11]
    李书银, 李世良. 地铁深基坑钢支撑预加轴力消散原因分析[J]. 铁道勘察, 2018, 44(5): 39–42. https://www.cnki.com.cn/Article/CJFDTOTAL-TLHC201805010.htm

    LI Shu-yin, LI Shi-liang. Analysis on dissipation of preloaded axial force of steel support in subway deep foundation pit[J]. Railway Investigation and Surveying, 2018, 44(5): 39–42. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TLHC201805010.htm
    [12]
    洪德海. 钢支撑预加力对围护结构内力的影响分析[J]. 铁道勘察, 2010, 36(2): 62–64. https://www.cnki.com.cn/Article/CJFDTOTAL-TLHC201002021.htm

    HONG De-hai. Analysis on influence of steel support prestress on endogenous force of support structure[J]. Railway Investigation and Surveying, 2010, 36(2): 62–64. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TLHC201002021.htm
    [13]
    CLOUGH G W, TSUI Y. Performance of tied-back walls in clay[J]. Journal of the Geotechnical Engineering Division, 1974, 100(12): 1259–1273.
    [14]
    建筑基坑工程监测技术标准: GB 50497—2019[S]. 2019.

    Technicai Standard for Monitoring of Building Excavation Engineering: GB 50497—2019[S]. 2019. (in Chinese)
    [15]
    张洁玲. 某地铁车站深基坑开挖变形及稳定性研究[D]. 石家庄: 石家庄铁道大学, 2018.

    ZHANG Jie-ling. Study on the Excavation Deformation and Stability of Deep Foundation Pit in Subway Station[D]. Shijiazhuang: Shijiazhuang Tiedao University, 2018. (in Chinese)
    [16]
    雷霆, 丁保华, 张瑞鑫, 等. 钢支撑有限元模型刚度取值研究[J]. 市政技术, 2020, 38(1): 220–223. https://www.cnki.com.cn/Article/CJFDTOTAL-SZJI202001075.htm

    LEI Ting, DING Bao-hua, ZHANG Rui-xin, et al. On stiffness values of finite element model in steel support structure[J]. Municipal Engineering Technology, 2020, 38(1): 220–223. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SZJI202001075.htm
    [17]
    杨学涛, 曹雪山. 深基坑围护结构水平位移变形分析[J]. 施工技术, 2014, 43(13): 51–54. https://www.cnki.com.cn/Article/CJFDTOTAL-SGJS201413016.htm

    YANG Xue-tao, CAO Xue-shan. Horizontal displacement analysis on deep foundation excavation retaining structure[J]. Construction Technology, 2014, 43(13): 51–54. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SGJS201413016.htm
    [18]
    杨学涛. 南京河西某深基坑变形特征及对周围建筑物的影响分析[D]. 南京: 河海大学, 2015.

    YANG Xue-tao. Study on Deformation of Deep Foundation Pit in Soft Area and Influence to Building Adjacented, Hexi, Nanjing[D]. Nanjing: Hohai University, 2015. (in Chinese)
    [19]
    吴昌将, 孙召花, 赖允瑾, 等. 软土地区地下连续墙深大基坑的变形性状研究[J]. 岩土力学, 2018, 39(增刊2): 245–253. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2018S2035.htm

    WU Chang-jiang, SUN Zhao-hua, LAI Yun-jin, et al. Study of deformation characteristics of diaphragm wall induced by deep large excavation in soft soil region[J]. Rock and Soil Mechanics, 2018, 39(S2): 245–253. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2018S2035.htm
    [20]
    张旷成, 李继民. 杭州地铁湘湖站"08.11. 15"基坑坍塌事故分析[J]. 岩土工程学报, 2010, 32(增刊1): 338–342. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1068.htm

    ZHANG Kuang-cheng, LI Ji-min. Accident analysis for "08.11. 15" foundation pit collapse of Xianghu Station of Hangzhou metro[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 338–342. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1068.htm
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