... irrigationrequirements the clear waterway had to be increased to 12.00 metres and thebed of the drain lowered 1.25 metres. In the new structurethe 16 met'res between the faces of the existing abutments included two new abutment,s 1.40 metres thick, two6-metre openings spanned by rolled-steel joists in concrete...

..., and the factors for braking-effect and tractive effort. The roadwaytroughing is designed to carrya 12-tonmotor lorry with a maximum rear-axle load of 8 tons, and inaddition an allowance of 50 per cent. for impact. DETAILEDDESCRIPTION. Abutments.-The north and south abutments are founded on rock a t R.L. 313-5and...

.... The normal range of spring tides is about 10 feet. GENERALDESCRIPTIOIY. The bridge (Figs. 1, Plate 1)has threespans, witha length between the faces of the abutments of 400 feet. The central span consists of two similar Scherzer rolling-lift leaves. This span is 134 feet long between centres of piers, witha...

...M K RICE OXLEY; M K R OXLEY © Thomas Telford and ICE 1930 GENERALISED MATHEMATICAL EARTH PRESSURE WEDGES THEORY MATHEMATICS CALCULATIONS METHODS WALLS ABUTMENTS SELECTED ENGINEERIKG PAPERS, BEING ORIGINAL COYivIIUNICbTIONS ORDERED BY THE COUNCIL TO BE PUBLISIIED WITHOUT...

...T C HOOD RECONSTRUCTION BRIDGES LOADS GIRDERS BOWSTRING ARCHES SUPERSTRUCTURES CONSTRUCTION PILES EXCAVATING FERROCRETE REINFORCEMENT RIBS ABUTMENTS STRESS EXCAVATIONS CRAWFORD BRIDGE SINGAPORE SINGAPORE ASIA SELECTEDENGINEERING PAPERS. BRINGORIGINAL COM...

.... The piers and abutments were faced with Pork stone and Bramley Fall stone, andthehearting consisted of brickwork in lime mortar. As first constructed each span consisted of two wrought-iron lattice girders 15 feet 3 inches in depth, with cross girders 14 inches in depth and 3 feet 6 inches apart...

...SIR E O WILLIAMS © Thomas Telford and ICE 1927 MASONRY ARCHES THEORY STRESS THICKNESS INVESTIGATIONS TEMPERATURE LIVE LOADS ABUTMENTS RISE RATIOS CURVES PLAIN REINFORCED CONCRETE STEEL WIDTH OPEN ECONOMICS FILLED QUALITY FOUNDATIONS CALCULATIONS...

... PILES DRIVING STEEL SHEETPILING ABUTMENTS EEINGORIGINALCOMMUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISHED VITHOUT I)ISCUSSIOX. No. 15. SOME BRIDGE FOUNDATIONS OF MODERATE DEPTH. ADVERTISEMENT. The Institutionas a body is not respomible either for the statements made, or for the opinions...

...W B HALL OPENINGS BRIDGES RIVERS LOADS STRESS STEEL CYLINDERS FOUNDATIONS ABUTMENTS SPANS SCHERZER OPERATING MACHINERY INCHINNAN RIVER CART SCOTLAND UK Che 3nstitution of Civil Engineere. SELECTEEDNGINEERINPGAYERS. BEING ORIGINAL COMMUNICATIONOSRDERED BY THE COUNCIL...