Volume 9 Issue 1
Aug.  2021
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 1995  >  9(1): 37-39

  • Available Online: 2021-08-07
    Abstract
  • The deformation and failure characteristics of soil mass between close-set excavation braced by cantilever retaining wall was described in this paper. The failure mechanism of this kind of bracing is analysed. It is shown that the failure relates to that the distance between excavation too small.

     

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      沈阳化工大学材料科学与工程学院 沈阳 110142

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