TENDON ANCHORING IN ROCK

FORANKRING MED KABELSTAG

The use of steel tendons for rock anchoring has increased considerably and represent a new aspect of engineering for a majority of engineering geologists. The use of rock anchors involves a series of design criteria to be cleared out, and amongst these is the very important aspect of uplift capacity and fixed anchor dimensions. The paper submits a critical review of current international design philosophy in this field with reference made to the rock conditions normally found in Norway. The main topics dealt with are rock mass behaviour, interactions between rock and cement grout, and finally the interaction between cement grout and steel tendon. (Author/TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/8251903319
• Corporate Authors:

  Tapir

  Trondheim University, Gloeshaugen
  Trondheim-NTH,   Norway 
• Authors:
  • Heimli, P
• Publication Date: 1979-3

Language

• Norwegian

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 1-10
• Serial:
  • Fjellsprengningsteknikk/Bergmekanikk/Geoteknikk
  • Volume: 1978
  • Publisher: Tapir
  • ISSN: 82519-0331-9

Subject/Index Terms

• TRT Terms: Anchorages; Behavior; Cables; Cement; Cement grouts; Conferences; Design; Grout; Mass; Rocks; Steel; Tendons; Uplift pressure; Weight
• Uncontrolled Terms: Anchors; Capacity; Design criteria; Interaction; Rock mass; Steel beams
• ITRD Terms: 3420: Anchorage; 9001: Behaviour; 4530: Cable; 4758: Cement; 8525: Conference; 9011: Design (overall design); 4729: Grout; 4154: Rock; 4542: Steel; 5485: Weight
• Subject Areas: Design; Geotechnology; Highways; Materials; I43: Rock Mechanics;

Filing Info

• Accession Number: 00330277
• Record Type: Publication
• Source Agency: Norwegian Road Research Laboratory
• ISBN: 82-519-0331-9
• Files: ITRD, TRIS
• Created Date: Aug 15 1981 12:00AM