THE CONTROL OF SMALL SCALE INSTABILITY IN ROCK EXCAVATIONS - A REVIEW

The mechanisms of small scale failure in rock excavations including sliding, toppling and collapse are reviewed. Factors that influence stability such as the orientation and strength properties of geological discontinuities, and the presence of groundwater are discussed. A systematic approach to geotechnical investigation and design, construction evaluation and post-construction inspection is suggested, recognising that the extent of small scale instability can seldom be accurately predicted before construction. A variety of treatments to stabilise slopes during or following construction are identified for each failure mechanism. Finally, means of protection are outlined for situations where stabilising treatments are impractical or ineffective. (Author/TRRL)

  • Availability:
  • Supplemental Notes:
    • Papers presented during the Geomechanics-Interaction, Fourth Australia-New Zealand Conference on Geomechanics, Perth, Western Australia, 14-18 May 1984, Volumes I and II.
  • Corporate Authors:

    Institution of Engineers

    11 National Circuit
    Barton, A.C.T.,   Australia 
  • Authors:
    • Trudinger, J P
  • Publication Date: 1984-3

Media Info

  • Features: Figures; References;
  • Pagination: p. 240-244
  • Monograph Title: GEOMECHANICS - INTERACTION. FOURTH AUSTRALIA - NEW ZEALAND CONFERENCE ON GEOMECHANICS, PERTH, WESTERN AUSTRALIA, 14-18 MAY 1984. PREPRINTS OF PAPERS. VOLUMES I AND II
  • Serial:
    • Issue Number: 84/2

Subject/Index Terms

Filing Info

  • Accession Number: 00392041
  • Record Type: Publication
  • Source Agency: ARRB
  • ISBN: 0-85825-208-2
  • Files: ITRD, TRIS, ATRI
  • Created Date: Mar 29 1985 12:00AM