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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 90 (2): 447–462.
Published: 01 April 1991
...D HALDEN; BS 4360 Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Apr., 441462 PAPER 9689 STRUCTUBRUAILLDAINNDG Design and performanceof weathering steel bridges on Scottishtrunk roads BOARD D. HALDEN, BSc, MEng, MICE* Weathering steel bridges have now been in use in Scotland for over 20 years...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (3): 545–547.
Published: 01 June 1989
... in rock quality over a depth of 30 m or more below rock head. I had experiencewith the foundation design for the 50-storey Development Bank of Singapore where the weathering extendedto depths of more than70 m below rock head.On this site, as in many others along the old shorleine, the weathered rocks...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (2): 305–331.
Published: 01 April 1989
...KWJ TREADAWAY; RN COX; BL BROWN; BRE; BS 8110 DURABILITY CORROSION RESISTANCE STEEL CONCRETE EXPOSURE STUDIES PERFORMANCE REINFORCING HIGH EMBEDDED WEATHERING GALVANISED AUSTENITIC STAINLESS GRIT BLAST CLEANED YIELD CEMENT AGGREGATES MIXES CHLORIDE CONCENTRATION IONS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (2): 359–380.
Published: 01 April 1989
...PG FOOKES; AJ WELTMAN © Thomas Telford and ICE 1989 ROCKS SLOPES STABILISATION REMEDIAL MEASURES DEGRADATION WEATHERED FRESH EROSION METHODS TREATMENT RETARDATION FACTORS GRADES SPACING HEIGHT COSTS DESIGN CHARTS CONSTRUCTION TRAPS DITCHES FENCES ANGLES HAZARDS...
Journal Articles
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1960) 16 (1): 71–89.
Published: 01 May 1960
... CONCRETE PAVEMENTS AIRPORTS AIRFIELDS SURFACING RUNWAYS SLABS DOUBLE METHODS TESTS WET MARSHALL PROCEDURE QUALITY MIX AGGREGATES SKIDDING TESTING DESIGN CONTROL PERFORMANCE AIRCRAFT WHEELS TYRES WEATHERING JOINTLESS ECONOMICS RESISTANCE DISCUSSION ON ASPHALT-SURFACED...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1953) 2 (3): 447–486.
Published: 01 May 1953
... for permanent airfields a 7-day field strength of 125 lb. per square inch would be quite adequate. In thecase of military airfields covered with a prefabricated surfacing, a minimum strength of 200 lb. per square inch is suggested. (3) Weatheringe$ects.-Whether the C.B.R. or the unconfined compression test...

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