...Michael Wiechecki, BEng, MIEAust; Indrasenan Thusyanthan, BA/MEng, PhD, CEng; Paul Nowak, BSc, ARSM, CEng, CGeol; Jessica Sandberg, BEng, CEng, MICE Integral bridges are preferred on infrastructure schemes as they have lower maintenance costs than a conventional jointed bridge. A key aspect...

... of the piles) up to 0·4 million loading cycles. The results from this study provide important technical information for the design of pile foundations supporting high-speed railway bridges. 10 09 2015 11 04 2016 ICE Publishing: All rights reserved 2016 bridges field testing...

... be not greater than 0·5% over 40 years. Predicted formation change at structure/earthwork interface should be not greater than 5 mm over 40 years. Predicted total settlement of bridge abutments and piers should be not greater than 10 mm over 100 years. Global factor of safety against slope and bearing...

...C. A. Jones, MSci, MSc, FGS; D. I. Stewart, MPhil, PhD; C. J. Danilewicz, MA, MSc, CGeol, FGS Surtees Bridge, which carries the A66(T) over the River Tees near Thornaby-on-Tees in the UK, has been showing signs of distress that predate its opening in 1981. Subsequent investigations have shown...

...J. Monnet; D. Allagnat; J. Teston; P. Billet; F. Baguelin The Crozet bridge is located on the Grenoble–Col du Fau motorway, on the Grenoble–Sisteron route, 15 km south of Grenoble, France. It crosses a 350 m wide valley and the RN75 national road. The adaptation of the bridge into the landscape has...

...U. F. A. Karim; H. van Meekeren; R. Feenstra This paper presents a method of analysis of monitored settlements of a bridge embankment in Franeker, the Netherlands. Consolidation coefficients (c_v), final settlement and duration are calculated from the monitored time–settlement...

...M C R DAVIES; T G HUGHES; P R TAUNTON © Thomas Telford and ICE 1998 DUNDEE UNIVERSITY WALES UNIVERSITY CARDIFF THYSSEN CONSTRUCTION BRIDGES ARCHES MASONRY MODELS CENTRIFUGES TESTING TESTS EFFECT GRAVITY BEHAVIOUR MATERIALS LABORATORIES FAILURES MECHANISMS LOADS...

...A PECKER; J P TEYSSANDIER DUMEZ GTM BRIDGES DESIGN SEISMIC FOUNDATIONS CABLE STAYED FOUR SPAN SPANS CABLES SOILS DEEP STRATA NORMAL CONSOLIDATION SILTY CLAYS MOTION GROUND ACCELERATION IMPACT ENVIRONMENT CONDITIONS STRUCTURES INTERACTION IMPROVEMENT PIERS SHEAR...

...J PAPPIN; J RAMSEY; E BOOTH; Z LUBKOWSKI; DASYS © Thomas Telford and ICE 1998 OVE ARUP PILES SEISMIC RESPONSES DESIGN STUDIES SOILS SOFT DEFORMATION EARTHQUAKES STRUCTURES WAREHOUSES BRIDGES JETTIES METHODS ANALYSIS PILING MODELLING MATHEMATICAL MODELS SHEAR...

...D MUIR WOOD; D M WOOD; SECED; AFPS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL...

...V MILLIGAN; ICSMFE © Thomas Telford and ICE 1995 GOLDER ASSOCIATES INTCONSOIMECFOUENG ICSMFE PILES FRICTION CAPACITY ELECTRO OSMOSIS LOADS BEARING BEHAVIOUR STEEL H PILES CLAYS SOFT VARVED SILT SOILS BRIDGES IMPROVEMENT TREATMENT TESTS FOUNDATIONS CONTROL CASE...

...M PORSVIG; F M CHRISTENSEN; GEOMODEL © Thomas Telford and ICE 1994 DANISH GEOTECHNICAL INSTITUTE RH & H CONSULT RAMBOLL HANNEMANN & HOJLUND GEOMODEL GEOLOGY GEOTECHNICS GEOTECHNICAL GEOLOGICAL INFORMATION SYSTEMS MANAGEMENT BRIDGES TUNNELS TUNNELLING TOPOLOGY...