RESIN ANCHORAGES

The article presents the results of 35 pull-out tests on 16 mm diameter block-ended, de-bonded resin anchorages. The aim of the investigation was to provide information on the working and load behaviour of such de-bonded, polyester resin grouted bolts. Results indicated that within the experimental limits, peak load was obtained with a tensile failure of a cone approximately half the depth of the hole above the top of the block-end. /TRRL/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/10480594
• Corporate Authors:

  Morgan-Grampian (Professional Press) Limited

  Morgan-Grampian House, Calderwood Street
  London SE18 6QH,   England 
• Authors:
  • Mayfield, B
  • Bates, M W
  • Snell, C
• Publication Date: 1978-3

Language

• English

Media Info

• Features: Figures; Photos; References; Tables;
• Pagination: p. 63
• Serial:
  • Civil Engineering
  • Publisher: American Society of Civil Engineers
  • ISSN: 0885-7024
  • Serial URL: http://www.pubs.asce.org/ceonline/newce/html

Subject/Index Terms

• TRT Terms: Anchorages; Behavior; Bolts; Failure; Loads; Pull out test; Resins; Rockbolts; Rocks; Strength of materials; Tests
• Uncontrolled Terms: Loading
• Old TRIS Terms: Response
• ITRD Terms: 3420: Anchorage; 9001: Behaviour; 3888: Bolt; 5520: Failure; 5567: Load; 4154: Rock; 5544: Strength (mater); 6255: Test
• Subject Areas: Geotechnology; Highways; I43: Rock Mechanics;

Filing Info

• Accession Number: 00189610
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Apr 12 1979 12:00AM