Volume 22 Issue 6
Jul.  2021
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Zhang Huaiwen, Ji Xiaopeng, Che Dong. Design and Construction of Retaining Structures for Deep Foundation Pit to Protect Limited Width Soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(6): 312-315,323.
Citation: Zhang Huaiwen, Ji Xiaopeng, Che Dong. Design and Construction of Retaining Structures for Deep Foundation Pit to Protect Limited Width Soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(6): 312-315,323.

Design and Construction of Retaining Structures for Deep Foundation Pit to Protect Limited Width Soil

  • Received Date: 2008-09-01
    Available Online: 2021-07-07
  • On the basis of the assumptions of Rankine's earth pressure theory and the Limit Equilibrium theory, the limited width soil is translated into the semi-space soil, so that their horizontal earth pressures are fitted to each other. Then, as an example, a deep foundation pit to protect the limited width soil is designed and constructed according to the software of pit-retaining. In addition, large-angle anchors and double-row piles at certain place are applied in this design. As a result, the monitored horizontal displacements are all within the standard limit of design, therefore it can be a reference for similar projects.

     

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