1GROUTING OF ANCHORS TO RESIST HYDROSTATIC UPLIFT AT BURNLEY TUNNEL, MELBOURNE, AUSTRALIA Devon Mothersille1 and Stuart Littlejohn2 1Managing Director, Geoserve Global Ltd & Single Bore Multiple Anchor Ltd, 51 Inchmery Road, London, England , SE62NA; 2Emeritus Professor of Civil Engineering, University of Bradford, Bradford, England BD71DP; ABSTRACT: Failure of the unreinforced concrete invert of the Burnley Tunnel during a field pressure test to 600kPa required the installation of some 5200 permanent ground anchors for structural remediation.
- tendon
- austress freyssinet austress freyssinet
- bond stresses of 3.83mpa
- anchors
- anchor lengths
- grout
- test bond stress of 4.6mpa at the grout
- bond length
- tunnel