... rectangular block of concrete, 12 feet 6 inches by 11 feet 6 inches in plan, deposited subaqueously in place by means of a steel U-shaped box-shutter 17 feet 6 inches in depth, this box (withouta bottom) being carried up vertically, as filling progressed, to thedesired level. Shutter.-This shutter...

...F H CLARK © Thomas Telford and ICE 1935 SURVEYS RECONSTRUCTION SEA DEFENCES CONCRETE RETAINING WALLS PROTECTION MOVEMENT GEOLOGY GEOLOGICAL BREACHES SLIPS BLOCKS METHODS TIMBERING RECONSTRUCTION LYME REGIS ENGLAND DORSET UK SELECTED ENGINEERING PAPERS...

...L TURNER; V C DAVIES © Thomas Telford and ICE 1934 REINFORCED CONCRETE TORSION BEAMS INVESTIGATIONS HISTORY STRENGTH TESTS STRESS ANALYSIS TENSILE DEFLECTION THEORY ELASTICITY RESISTANCE Cbe 3nstftutfott of Cfofl Engfneers, SELECTED ENGINEERING PAPERS. BEINQ ORIGINAL...

... of the dock, and allowed scope for a design of wall to takefull advantage of the local geological condition in the section of the walls. A typical cross-section of the dock is shown in Fig. 2, Plate 1, which shows the mass-concrete slab-floor, having a minimum thickness at the centre of 8 feet, but varying...

...D L BROWN EXTENSIONS GASWORKS PLANT RETORTS PRODUCERS GAS WASTE HEAT BOILERS COAL BUNKERS MACHINERY COKE HANDLING CONDENSERS EXHAUSTERS WASHERS CONCRETE PORTSLADE BRIGHTON UK SELECTED ENGINEERING PAPERS. BEINQ ORIGINAL COMMUNICATIONSORDERED BY THE COUNCIL...

...F C LEA © Thomas Telford and ICE 1934 REINFORCED CONCRETE DESIGN STRESS STRAIN STEEL TESTS BEAMS DEFLECTION PROTECTION CORROSION ELASTICITY COMPRESSION SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONS ORDERED BY THE COUNCIL TO BE PUBLISHEWDITHOUT DIsaussIoN...

...B C HAMMOND © Thomas Telford and ICE 1934 CAST IRON STRENGTHENING BRIDGES WELDED STEEL BARS CONCRETE SLABS RIBS BEAMS WELDING SUPERSTRUCTURES HOLT FLEET BRID WORCESTER RIVER SEVERN UK Gbe 3natitution of Civil Zngineers. SELECTEDENGINEERING PAPERS. BEINU...

...W G MORRISON CARLTON BRIDGE CHRISTCHURCH RIVER AVON © Thomas Telford and ICE 1934 BRIDGES DESIGN CONSTRUCTION PILES DRIVING FORMULAE BEAMS CONCRETE TESTS RECORDS BEARING CAPACITY DEAD LOADS LOADING DEFLECTION LABOUR COSTS NEW ZEALAND SELECTED ENGINEERING...

... wouldbe situatedin rock of various formations for their entire length. GENERALDESIGN. Theculvertshave a lining of 6-to-lPortland cementconcrete, faced with a 44-inch ring of hard brindle brick with header courses formingakey intothe concrete (Fig. 2, Plate 1). Theminimum thickness of this lining...

... in the chasm, was finally adopted. GENERALDESCRIPTION. Thelength of the bridge is2,584 feet between theabutments (Figs. 1, Plate l), andis approached a t each end by a high embankment. It consists of t'en 180-foot deck-spans andthree 240-foot through-spanssupported on solid concrete piers andabutments...

...O W GILMOUR © Thomas Telford and ICE 1932 SURFACE WATER SUBSOIL DRAINAGE RAINFALL DRAINS INVERTS CLEANSING CONCRETE FACTORIES REINFORCED PUBLIC HEALTH COUNTRIES DEVELOPING GROUND CONDITIONS SINGAPORE SINGAPORE ASIA SELECTED ENGINEERING PAPERS. B E I...

...R G C BATSON; H R MILLS SELECTED ENGINEERING PAPERS. BEINGORIGINAL COMMUNICATIONSORDERED BY TEE COUKCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 107. THE STRENGTH OF CONCRETE USED IN ROAD-CONSTRUCTION, BY REGINALD GEORGE CYRILBATSON, M. INST. C.E., AND HOWARtD ROBERT MILLS. EDITED BY H. H...

...R F LEGGET CANADA NORTHERN POWER CORPORATION CANADA POWER CORPORATION WINTER CONSTRUCTION AUTOMATIC LOW HEADS HYDROELECTRICITY PLANT POWER COMPRESSED AIR POWER HOUSES POWER STATIONS LAYOUT COFFERDAMS RIVERS CONTROL EXCAVATING CONCRETE TRANSMISSION LINES TURBINES...

... omitted.Longitudinaland cross walingsbolted tothe tops of the back and front rows of piles formed agrillage upon which the concrete wall rested. Fromthe drawings it appearsthatthe Original Communication No. 4831. 4 MUIRHEAD ON THE STABILIZING OF A QUAY-WALL, top of the wall was a t elevation +15-00 O.D., whilst the range...

...R G C BATSON; S A WOOD DEFORMATION CONCRETE ROADS SLABS MEASUREMENT APPARATUS INSTRUMENTATION OBSERVATIONS MOVEMENT EFFECT EARTH VARIATIONS LONGITUDINAL PROFILES SHORT TERM PERMANENT © Thomas Telford and ICE 1931 NATIONAL PHYSICAL LABORATORY SELECTED ENGINEERING...

...R BENNETT © Thomas Telford and ICE 1931 PILES DRIVING CAPACITY SUPPORTING CALCULATIONS FORMULAE CONDITIONS PRACTICE THEORY RESISTANCE MODULUS ELASTICITY MATERIALS EFFICIENCY STEAM HAMMERS ANGLES INTERNAL FRICTION EARTH PRESSURE REINFORCED CONCRETE SELECTED...

...H E BELLAMY SELECTEDENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISIIED WITHOUT DISCUSSION. No. 103. THE CONSTRUCTION OF REINFORCED-CONCRETE R8ESERVOITtS I N SOUTH AUSTRALIA, BY HERBERTERNEST BELLAMY, M. INST. C.E. EDITED BY H. H. JEFFCOTT, Sc.D., B.A.I...

...G L GOULDEN © Thomas Telford and ICE 1929 DESIGN ROADS SLABS FOUNDATIONS EMBANKMENTS FILL GRADIENTS CURVES SUPERELEVATION CAMBER IMPACT LOADS CONCRETE REINFORCED STRESS FRICTION REINFORCEMENT EXPANSION JOINTS AGGREGATES SELECTION WATER CEMENT RATIOS Ube...

...L G WILLS © Thomas Telford and ICE 1928 CONCENTRATED LOADS REINFORCED CONCRETE SLABS METHODS CALCULATIONS BENDING MOMENTS APPROXIMATE SOLUTIONS DEFLECTION EQUATIONS BEAMS Che 3netitution of Civil En~ineers, SELECTED ENGINEERING PAPERS. BEINQ ORIQINALCOMMUNICATIOONESDBRED...

... is imported from China. With a suitable drier this oil gives a fairly hard and resistant film, though it does not dry as well as linseed oil. China Wood Oil.-This oil, in addition to being a suitable drying oil for an ordinary paint, is used more particularly in paints for concrete, or where a specially...