• DocumentCode
    537728
  • Title

    Discussion on the Methods for Mass Excavation and Embankment in Silt

  • Author

    Yang Jun

  • Author_Institution
    Sch. of Civil Eng. & Archit., China Three Gorges Univ., YiChang, China
  • Volume
    1
  • fYear
    2010
  • fDate
    11-12 Nov. 2010
  • Firstpage
    439
  • Lastpage
    441
  • Abstract
    When road construction crosses low lying swamp land or pond, it must dig or fill in silt. Because the slit is running and its bearing capacity is very small, constructing road in silt is very difficult. Against the characteristic of digging and filling in silt, this paper proposes many principles. When digging in silt, take best efforts to reduce the perturbance and destruction of adjacent soil body, and persist in digging silt near the excavating machine and unloading silt far from excavating machine. When filling in silt, take best efforts to extrude silt entirety. At last, the paper introduces several useful methods of digging and filling in silt on a large scale. They are the method of placement in layers, the method of road bank extruding silt, the method of rib slab filling and the method enclosed filling, directly digging, enclosed digging and semienclosed digging. Analyzing and comparing these methods from their technics, useness bound and notice proceeding, providing evidence for construction.
  • Keywords
    excavators; geotechnical engineering; road building; soil; directly digging; excavating machine; mass silt excavation; pond; rib slab filling; road bank extruding silt; road construction; semienclosed digging; silt embankment; soil; swamp land; embankment; mass excavation; silt;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Optoelectronics and Image Processing (ICOIP), 2010 International Conference on
  • Conference_Location
    Haiko
  • Print_ISBN
    978-1-4244-8683-0
  • Type

    conf

  • DOI
    10.1109/ICOIP.2010.325
  • Filename
    5663201