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Volume 21 Issue 3
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Lu Peiyi, Gu Xiaolu, Qian Zheng. Design and monitoring of deep foundation pit in Tianjin port office multiple building[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 67-71.
Citation: Lu Peiyi, Gu Xiaolu, Qian Zheng. Design and monitoring of deep foundation pit in Tianjin port office multiple building[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 67-71.
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Design and monitoring of deep foundation pit in Tianjin port office multiple building

  • Department of Civil Engineering School of Architectural Engineering Tianjin University Tianjin 300072 Tianjin Jiuzhou Foundation Company Tianjin 300081

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  • Published Date: May 27, 1999
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  • A 10.6 m deep foundation pit in the soft clay area of Tianjin, using single strut system, was given as an example. The elastic reaction method was used in calculation. The paper also gives some measured results including: soil and water pressure, deformation of retaining structure and strut system, the settlement of surrounding ground ,etc. Through comparing , some useful conclusions were obtained.
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