MEASUREMENTS AND RESULTS OF APPLYING THE GROUND FREEZING METHOD IN TUNNELLING

The 1310m long Milchbuck Tunnel takes the SN 1 expressway under a heavily built up area in the town of Zurich. Problem conditions included non-cohesive silty-sandy material and the presence of water under an artesian pressure of up to 3 bar. This paper describes the constructin method used, which included ground freezing prior to full face excavation; and the lowering and pressure relief of the ground water by means of small bore filter wells. (TRRL)

  • Supplemental Notes:
    • Proceedings of the International Symposium on Field Measurements in Geomechanics, Zurich, September 5-8, 1983. See also IRRD abstract no 286785.
  • Corporate Authors:

    AA Balkema

    P.O. Box 1675
    Rotterdam,   Netherlands  BR-3000
  • Authors:
    • Mettier, K
  • Publication Date: 1984

Media Info

  • Features: Figures; Tables;
  • Pagination: 13 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00457303
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: Aug 27 2004 9:41PM