Elastic consolidation around a deep circular tunnel

A method of analysis is presented for the consolidation of a linear elastic soil due to the cutting of a long and deep circular tunnel. Solutions have been obtained for the time dependent displacements and stress changes occurring in the soil surrounding the tunnel opening (a).

  • Authors:
    • Carter, J P
    • Booker, J R
  • Publication Date: 1981-3


  • English

Media Info

  • Pagination: 37P
  • Serial:
    • Issue Number: CE22

Subject/Index Terms

Filing Info

  • Accession Number: 01438312
  • Record Type: Publication
  • Source Agency: ARRB
  • Files: ATRI
  • Created Date: Aug 24 2012 9:28PM