LI Guohe, ZHANG Jianmin, XU Zailiang, SUN Shuli. Influence of land subsidence on the bridge of high speed railway in North China plain[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 346-352.
    Citation: LI Guohe, ZHANG Jianmin, XU Zailiang, SUN Shuli. Influence of land subsidence on the bridge of high speed railway in North China plain[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 346-352.

    Influence of land subsidence on the bridge of high speed railway in North China plain

    More Information
    • Published Date: March 15, 2009
    • Centrifugal model tests and numerical simulation are conducted to investigate behaviors of ground settlement due to groundwater exploitation and to demonstrate the influence of land subsidence on three types of bridges.By use of the elasto-plastic finite element analysis method,the structural transformation of the bridge in the typical section of the high speed railway with the influence of land subsidence is studied.At the center district of land subsidence and in the vicinity of the well,the asymmetrical subsidence is more serious,and has larger influence on the bridge structure than the regional land subsidence does.It can be prevented and cured by adopting engineering measures.
    • Related Articles

      [1]Bayesian inverse analysis of unsaturated slope parameters using fine-tuning deep operator network model[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20250067
      [2]LIU Xin-yu, ZHANG Xian-wei, KONG Ling-wei, XU Chao. Structural damage and dynamic failure mechanism of granite residual soils under impact loading[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1872-1881. DOI: 10.11779/CJGE201910011
      [3]RAN Yong-hong, WANG Xiu-li, WANG Peng, ZHANG Zhi-jiang. Experimental study on dynamic performance of concrete filled steel tubular piles under impact loads[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 81-86. DOI: 10.11779/CJGE2018S1013
      [4]WANG Fu-ming, FANG Hong-yuan, LI Bin, CHEN Can. Dynamic response analysis of drainage pipes with gasketed bell and spigot joints subjected to traffic loads[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(12): 2274-2280. DOI: 10.11779/CJGE201812015
      [5]QIU Chang-lin, WANG Jing, YAN Shu-wang. Coupled DEM-FEM analysis of submarine pipelines with rock armor berm under impact load[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2088-2093. DOI: 10.11779/CJGE201511021
      [6]XU Chang-jie, CHEN Jin-you, GUO Lu-jun, XU Yuan-lei. Influences of vehicle loads on retaining structure of excavations[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 884-887.
      [7]MU Lin-long, HUANG Mao-song, WU Shi-ming. Soil responses induced by excavations based on inverse analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 60-64.
      [8]WU Lijun, LIU Yingxi, HAN Guocheng. Associated inversion techniques of model optimization and data optimization for inverse problem of operator identification[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 772-777.
      [9]ZHANG Luqing, JIA Zhengxue. Inversion uniqueness of elastic displacement back-analysis for ground stress,elastic modulus and Poisson’s ratio[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 172-177.
      [10]Su Chao, Jiang Hongdao, Tan Enhui. An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 186-189.

    Catalog

      Article views PDF downloads Cited by()
      Related

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return