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1-7 of 7
Keywords: PADS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (3): 491–511.
Published: 01 June 1989
... Kong. 491 McKENNAANDPALMER Approach viaduct substructures 5. The approach viaducts are founded on pad footings or 1.2 m dia. cast-in- place piles. The piles were required to be socketed a minimum of 2.5 diameters into moderately decomposed rock (MDR) or better rock and to have a permanent lining which...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 72 (3): 375–392.
Published: 01 August 1982
... continuously reinforced concrete base or by precast concrete units cast into a concrete base. The resilience of the track normally provided primarily by the ballast is provided in slab track systems by elastomeric pads supporting the rail either directly or through baseplates between the rail and the top...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 64 (2): 365–367.
Published: 01 May 1978
...P GROOTENHUIS; JHA CROCKETT © Thomas Telford and ICE 1978 VIBRATIONS ISOLATION LARGE STRUCTURES MATERIALS RESILIENT FREQUENCIES PADS BUILDINGS SPRINGS INSULATION RUBBER Proc. Instn Ciu. Engrs, Part 1, 1978,64, May, 365-361 INFORMAL DISCUSSION Vibration isolation in large...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 64 (2): 377–378.
Published: 01 May 1978
... on a concrete raft 150 X 86 X 2 m thick. There were four neoprene pads on each pedestal. For the particular nuclear facility analysed, the raft was founded on a 6 m thick layer of soil-cement, and the structures isolated from the concrete pedestals by the neoprene pads and sliding plates, one plate being...
Journal Articles
Proceedings of the Institution of Civil Engineers (1970) 46 (1): 21–53.
Published: 01 May 1970
...JR TUBB MARINE BOARD OF HOBART © Thomas Telford and ICE 1970 DESIGN CONSTRUCTION EQUIPMENT COSTS STUDIES DOCKING PADS FRICTION GROUTS LARGE WAYS UNDERWATER VESSELS FEASIBILITY BLOCKS RUBBER TESTS PERFORMANCE SLIPWAYS HAULAGE CRADLES REPLACEMENT SHIPS LOADS...
Journal Articles
T F D SEWELL, N H SEARLE, R THOMAS, G A CAIN, A F GEE, R P TORR, B R PIGGOTT, J MACKAY, W R THORPE, M J KENN, W R COX, P B LINDLEY, A G THOMAS, D J D REID, D PERFREMENT, J A WILLIAMS
Proceedings of the Institution of Civil Engineers (1967) 36 (3): 649–675.
Published: 01 March 1967
... DEFLECTION STRUCTURAL DESIGN OPERATION STRAIN GAUGES MEASUREMENT HYDRAULIC RUBBER PRESSURE PADS MODELS TESTS LOADS BEARING TANKS MEDITERRANEAN MALTA Discussion on Paper No.6912 A new design of flap gate for No. 4 Dock, Malta, G C . by T. F. D. Sewell, B.Sc.(Eng A.M.I.C.E. and N...
Journal Articles
P M FRAENKEL, R L TRIGGS, H J B HARDING, J CUEREL, E C SHACKLETON, M A T LEE, D D LAND, T A SMITH, M G PATERSON, W K ROBERTS, A G H SMITH, J DUVIVIER, P MURRAY, B F SAURIN, R S READ, C K HASWELL, RUS
Proceedings of the Institution of Civil Engineers (1964) 27 (3): 547–568.
Published: 01 March 1964
... PROJECTS TURBINES TURBINE HOUSES SEA ACCESS TUNNELS INTAKES PUMPHOUSES FRAMES UNITS PRESTRESSED ERECTION PLANT POWER GENERATION LANDINGS PADS COOLING TIDES COASTAL WORKS MARITIME TIDAL CONDITIONS GROUTING PREPAKT MOORINGS COSTS ABERTHAW WALES UK Discussion...
