• 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
LI Si-wei, GAO Hua-dong, YANG Tie-deng. Monitoring and numerical analysis of a deep foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 284-291.
Citation: LI Si-wei, GAO Hua-dong, YANG Tie-deng. Monitoring and numerical analysis of a deep foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 284-291.

Monitoring and numerical analysis of a deep foundation pit

More Information
  • Received Date: April 26, 2011
  • Published Date: November 30, 2011
  • Based on a deep foundation pit of metro in Beijing, the geological conditions of the proposed field, structural types and construction process are introduced. According to the monitoring results in the construction process, the variations of the displacement of fender piles, axial force of the steel supports and surface settlement are analyzed. The results of the numerical simulation are compared with those of finite element software, and they are almost consistent. Through further researches, the effects of pit size, embedded depth of the piles and construction condition on the deformation rules of deep foundation pit are obtained. It can provide a reference for the design and construction of deep foundation pits under this type of support.
  • [1]
    高华东 . 北京某深基坑开挖监测实例 [J]. 岩土工程学报 , 2006, 28 ( 增刊 ): 1853 – 1857. (GAO Hua-dong. Monitoring of a deep excavation in Beijing[J]. Chinese Journal of Geotechnical Engineering , 2006, 28 (S): 1853 – 1857. (in Chinese))
    [2]
    刘红岩 , 秦四清 , 李厚恩 , 等 . 深基坑工程开挖安全性的数值分析 [J]. 岩土工程学报 , 2006, 28 ( 增刊 ): 1442 – 1444. (LIU Hong-yan, QIN Si-qing, LI Hou-en, et al. Numerical analysis on excavation safety of deep foundation engineering[J]. Chinese Journal of Geotechnical Engineering , 2006, 28 (S): 1442 – 1444. (in Chinese))
    [3]
    杨学林 , 益德清 . 地下连续墙 “ 二墙合一 " 技术在粉砂土地基中的应用研究 [J]. 岩土工程学报 , 2006, 28 ( 增刊 ): 1728. (YANG Xue-lin, YI De-qing. Application of diaphragm walls in silt and sand ground[J]. Chinese Journal of Geotechnical Engineering , 2006, 28 (S): 1728. (in Chinese))
    [4]
    刘继国 , 曾亚武 . FLAC3D 在深基坑开挖与支护数值模拟中的应用 [J]. 岩土力学 , 2006, 27 (3): 507. (LIU Ji-guo, ZENG Ya-wu. Application of FLAC~(3D) to simulation of foundation excavation and support[J]. Rock and Soil Mechanics , 2006, 27 (3): 507. (in Chinese))
    [5]
    樊胜军 , 胡长明 , 刘振江 . 某深基坑施工期围护结构变形监测与数值模拟分析 [J]. 施工技术 , 2010, 39 (9): 82 – 84. (FAN Sheng-jun, HU Chang-ming, LIU Zhen-jiang. Deformation monitoring and numerical analysis of a deep foundation excavation support in construction[J]. Construction Technology , 2010, 39 (9): 82 – 84. (in Chinese))
    [6]
    北京金土木软件技术有限公司 , PLAXIS 岩土工程软件使用指南 [M]. 北京 : 人民交通出版社 , 2010: 38 – 49. (Civil King Software Technology Co., Ltd ,PLAXIS geotechnical engineering software guide[M]. Beijing: China Communication Press , 2010: 38 – 49. (in Chinese))
    [7]
    Richard J Finno, M ASCE1 J, TANNER Blackburn, et al. Three-dimensional effects for supported excavations in clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 122 (1): 30 – 36.
    [8]
    SCHANZ T, VERMEER P A, BONNIER P G. Formulation and verification of the Hardening –Soil Model[C]// R.B.J. Brinkgrever, beyond 2000 in Computational Geotechnics. Balkema, Rotterdam, 1999: 281 – 290.
  • Related Articles

    [1]LI Yu-jie, FENG Zhong-ju, ZHU Yan-peng. Monitoring and numerical simulation analysis of support structures of deep foundation pit in special red sandstone stratum in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 236-240. DOI: 10.11779/CJGE2022S1042
    [2]YIN Li-jie, LI Yu-jie, ZHU Yan-peng, HUO Bin, YANG Zhi-tuan, DUAN Qin-chuan. Monitoring and numerical simulation of support for foundation pit at Yanyuan Road Station of Lanzhou Metro[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 111-116. DOI: 10.11779/CJGE2021S1020
    [3]YE Shuai-hua, DING Sheng-huan, GONG Xiao-nan, GAO Sheng, CHEN Chang-liu. Monitoring and numerical simulation of deep foundation pit of a subway station in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 177-182. DOI: 10.11779/CJGE2018S1029
    [4]WU Yi-qian, ZHU Yan-peng. Monitoring and numerical simulation of deformation law of deep foundation pit of subway station in Lanzhou collapsible loess[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 404-411. DOI: 10.11779/CJGE2014S2071
    [5]SHUAI Hong-yan, CHEN Shao-ping, ZENG Zhi. Numerical simulation of deformation characteristics of supporting structure of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 374-380. DOI: 10.11779/CJGE2014S2065
    [6]FENG Xiao-la, XIONG Zong-hai, MO Yun, PANG Jian-chen. Numerical simulation and analysis of surrounding environment deformation influenced by excavation of foundation pits under complex conditions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 330-336. DOI: 10.11779/CJGE2014S2058
    [7]SHAO Quan, XU Xue-lian, XU Song, XU Jun, TIAN Ming. Three-dimensional numerical analysis of factors affecting deformation of pile-anchor-support composite retaining structures for deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 87-91. DOI: 10.11779/CJGE2014S2015
    [8]REN Yong-zhong, ZHU Yan-peng, ZHOU Yong. Design and monitoring of bracings for a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 705-710.
    [9]LI Dong-hai, WANG Meng-shu, DING Zhen-ming, LIU Jun, ZHANG Ding-li, LIU Ji-yao. Three-dimensional numerical analysis and monitoring of deformation of SMW retaining structures of deep excavations in gravelly soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 120-124.
    [10]FANG Shi-jun, FU Yong-jun, YAO Ai-jun. Deformation of row pile retaining structures for deep foundation pit of subway[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 216-219.

Catalog

    Article views (1585) PDF downloads (921) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return