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Keywords: TIEBACKS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (3): 445–459.
Published: 01 June 1989
... the subsea wells were tied back to the topsides facilities with 508 mm 0.d. tieback conductors. This concept avoided thneeed for full drilling facilities on theplatform,thus simplifying thearrangement of the wellbay module and minimizing the topsidesweight. This also permitted an early start to production...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 58 (4): 639–655.
Published: 01 November 1975
... COMMISSION BULLEN CLEVELAND BRIDGE REDPATH DORMAN LONG CEMENTATION CONSTRUCTION DESIGN LABOUR TENDERS RAILWAYS FAILURES BOLTS TIES BRIDGES STEELWORK METHODS GANTRIES TUBES FRICTION CONCRETE RECONSTRUCTION ERECTION ARCHES LOADS CONTRACTS GRIP TIEBACKS BRITANNIA MENAI...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 58 (1): 25–66.
Published: 01 February 1975
... STRUCTURES DEMOLITION SUPPORTS LIVE SPANS ARTICULATION JOINTS MASONRY METALS TIEBACKS PRECAST PROBLEMS DESIGN DAMAGE RAILWAYS A5 STEEL TENDERING ERECTION IRON PROBLEMS CONTINUOUS WIND PIERS BEARINGS GIRDERS TOWERS PROTECTION UNITS COSTS BRITANNIA MENAI STRAITS ANGLESEY...
Journal Articles
Proceedings of the Institution of Civil Engineers (1972) 53 (2): 257–274.
Published: 01 September 1972
...GW PLANT © Thomas Telford and ICE 1972 SHEFFIELD UNIVERSITY ANCHORS PERFORMANCE WALLS BEHAVIOUR MOVEMENT CHANGE DISTRIBUTION DRY INCLINATION LABORATORIES TIED BACK TIEBACKS SAND SUBSIDENCE EARTH CELLS EFFECT RETAINING TESTS WIRE LOADS PRESSURE EXPERIMENTS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1969) 43 (4): 713–715.
Published: 01 August 1969
..., Stansfield, Tritton, Walker and Wilkins. Reference 1. MEYERHOGF. G. and ADAMSJ. I. The ultimate uplift capacity of foundations. Can. geotech. J., 1968, 4 (4). 71 5 © Thomas Telford and ICE 1969 DESIGN TIEBACKS ANCHORS SUPPORTS CONSTRUCTION WALLS INSTALLATION ANCHORAGES TIED BACK EXCAVATIONS ...

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