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Load Deformation Effect of CBD Ground Cluster in Zhengzhou City

Author

Listed:
  • Li Yang

    (College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450045, China)

  • Wenkai Liu

    (College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450045, China)

  • Jihong Qu

    (College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450045, China)

  • Wei Guo

    (College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450045, China)

  • Jianhua Qiu

    (College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450045, China)

Abstract

With the increase of the number of urban cluster buildings, it is bound to cause land subsidence near cluster buildings. Based on Farrell’s load deformation theory, this paper studies the surface deformation and geoid change caused by Zhengzhou CBD cluster buildings. The results show that the maximum horizontal displacement of the International Convention and Exhibition Center is 0.1 mm, the maximum vertical displacement is 0.33 mm, and the maximum geoid fluctuation is 17.4 mm; the maximum inclination of geoid is 1.89 s. In addition, the influence of independent single buildings on ground deformation is centered on the single building and diffuses outward; the influence of cluster load buildings on the ground deformation of a single building is nonlinear attenuation and superimposed with each other.

Suggested Citation

  • Li Yang & Wenkai Liu & Jihong Qu & Wei Guo & Jianhua Qiu, 2022. "Load Deformation Effect of CBD Ground Cluster in Zhengzhou City," Sustainability, MDPI, vol. 14(7), pages 1-20, March.
    • Handle: RePEc:gam:jsusta:v:14:y:2022:i:7:p:4047-:d:782300
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