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    ZHENG Gang, LI Zhi-wei. Comparative analysis of responses of buildings adjacent to excavations with different deformation modes of retaining walls[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 969-977.
    Citation: ZHENG Gang, LI Zhi-wei. Comparative analysis of responses of buildings adjacent to excavations with different deformation modes of retaining walls[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 969-977.
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    Comparative analysis of responses of buildings adjacent to excavations with different deformation modes of retaining walls

    • 1. MOE Key Laboratory of Coast Civil Structure Safety, Tianjin 300072, China; 2. Department of Civil Engineering, Tianjin University, Tianjin 300072, China

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    • Published Date: June 19, 2012
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    • For a given excavation depth, the deformation forms of the retaining walls are different owing to various retaining structures and bracing systems. Thus the settlement of the soil and the deformation of the adjacent buildings can be considerably different. The responses of buildings adjacent to excavations with different deformation modes of retaining walls are analyzed. The results show that when the retaining walls exhibit kick-in, convex and composite deformation, for the buildings close to the excavations, sagging deformation occurs and its magnitude depends on the settlement of the soil near the retaining walls. Especially for the kick-in and convex deformation modes of the retaining walls, the sagging deformation is the most significant and the tensile strain on the buildings is severe. In this case, the buildings are in the most adverse situation. For any deformation modes of the retaining walls, when the relative distance between the buildings and the excavations is about (1~1.5) times the excavation depth, the excavations will cause obvious hogging deformation and the tensile strain of the buildings. All the buildings at that location are in most adversity.
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      • References (23)
    • [1]
      BURLAND J B, WORTH C P. Settlement of buildings and associated damage[C]// Proceedings of Conference on Settlement of Structures. London: Pentech Press, 1974: 611 – 654.
      [2]
      BOSCARDIN D, CORDING Edward J. Buliding resopnse to excavation-induced stettlement[J]. Journal of Geotechnical Engineering, 1989, 115 (1): 1 – 21.
      [3]
      BOONE S J. Ground-movement-related building damage [J]. Journal of Geotechnical Engineering, 1996, 122 (11): 886 – 896.
      [4]
      SON M, COORDING E J. Estimation of building damage due to excavation-induced ground movements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131 (2): 162 – 177.
      [5]
      FINNO R J, VOSS F T, ROSSOW E, et al. Evaluating damage potential in buildings affected by excavations[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131 (10): 1199 – 1210.
      [6]
      SCHUSTER M, KUNG G T C, JUANG C H, et al. Simplified model for evaluating damage potential of buildings adjacent to a braced excavation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135 (12): 1823 – 1835.
      [7]
      CLOUGH G W, O’ROURKE T D. Construction induced movements of insitu walls[C]// Proceedings ASCE Conference on Soil and Mechanics and Performance of Earth Retaining Structures. New York: ASCE, Special Conference, 1990: 439 – 470.
      [8]
      龚晓南 , 高有潮 . 深基坑工程施工设计手册 [M]. 北京 : 中国建筑工业出版社 , 1998. (GONG Xiao-nan, GAO You-chao. Construction and design manual of deep excavation engineering[M]. Beijing: China Architecture and Building Press, 1998. (in Chinese))
      [9]
      BRINKGREVE R B J, SWOLFS W M, BEUTH L, et al. Plaxis 3D foundation material models manual version 2[M]. Delft: Plaxis Bv, 2007.
      [10]
      VERMEER P A. Small-Strain stiffness of soils and its numerical consequences[M]. Stuttgart: Thomas Benz, 2007.
      [11]
      刘 畅 , 郑 刚 , 张书鸳 . 逆作法施工坑底回弹对支护结构的影响 [J]. 天津大学学报 , 2007, 40 (8): 995 – 1001. (LIU Chang, ZHENG Gang, ZHANG Shu-yuan. Effect of foundation bottom heave due to excavation on supporting system in top-down method[J]. Journal of Tianjin University, 2007, 40 (8): 995 – 1001. (in Chinese))
      [12]
      KEMPFERT Hans-georg, GEBRESELASSIE Berhane. Excavations and foundations in soft soils[M]. Berlin: Springer Verlag, 2006.
      [13]
      郑 刚 , 李志伟 . 基坑开挖对邻近任意角度建筑物影响的有限元分析 [J]. 岩土工程学报 , 2012, 34 (4): 615 – 624. (ZHENG Gang, LI Zhiwei. Finite element analysis of response of the building with arbitrary angle adjacent to excavation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34 (4): 615 – 624. (in Chinese))
      [14]
      郑 刚 , 李志伟 . 考虑初始不均匀沉降的建筑物受基坑开挖影响的有限元分析 [J]. 岩土力学 ( 已录用 ). (ZHENG Gang, LI Zhi-wei. Finite element analysis of responses of the building adjacent to excavation considering the initial differential settlement[J]. Rock and Soil Mechanics (Accepted). (in Chinese))
      [15]
      郑 刚 , 李志伟 . 坑角效应对基坑周边建筑物影响的有限元分析 [J]. 天津大学学报 ( 已录用 ). (ZHENG Gang, LI Zhi-wei. Finite element analysis of adjacent building response to corner effect of excavation[J]. Journal of Tianjin University Science and Technology (Accepted). (in Chinese))
      [16]
      刘国彬 , 王卫东 . 基坑工程手册 [M]. 2 版 . 北京 : 中国建筑工业出版社 , 2009. (LIU Jian-hang, HOU Xue-yuan. Excavation engineering manual[M]. 2nd ed. Beijing: China Architecture and Building Press, 1997. (in Chinese))
      [17]
      GB 50007 — 2002 建筑地基基础设计规范 [S]. 北京 : 中国建筑工业出版社 , 2002. (GB 50007 — 2002 Code for design of building foundation[S]. Beijing: China Architecture and Building Press, 2002. (in Chinese))
      [18]
      MITCHELL James K, SOGA KENICHI. Fundamentals of soil behavior[M]. 3rd ed. Hoboken: John Wiley & Sons, 2005.
      [19]
      王卫东 , 王建华 . 支护结构与主体结构相结合的设计、分析与实例 [M]. 北京 : 中国建筑工业出版社 , 2007. (WANG Wei-dong, WANG Jian-hua. Design, analysis and case histories of deep excavations supported by permanent structures[M]. Beijing: China Architecture and Building Press, 2007. (in Chinese))
      [20]
      龚东庆 , 郑渊仁 . 硬化土体模型分析基坑挡土壁与地盘变形的评估 [J]. 岩土工程学报 , 2010, 32 ( 增刊 2): 175 – 178. (KUNG G T C, JHENG U Z. Evaluation of analyzing excavation-induced wall deflection and ground movement using hardening soil models[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (S2): 175 – 178. (in Chinese))
      [21]
      OU Chang-yu, HSIEH Pio-go, CHIOU Dar-chang. Characteristic of ground surface settlement during excavation[J]. Canadian Geotechnical Journal, 1993, 30 : 758 – 767.
      [22]
      HSIEH Pio-go, OU Chang-yu. Shape of ground surface settlement profiles caused by excavation[J]. Canadian Geotechnical Journal, 1998, 35 : 1004 – 1017.
      [23]
      PECK R B. Deep excavation and tunneling in soft ground[C]// Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, State-of-the-Art- Volume. Mexico City, 1969: 225 – 290.
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