...D F DENNY Snopsis Experimental investigation of the pressures exerted by waves breaking against a vertical wall has provided further numerical information in support of the theory published in 1939 by Bagnold, who concluded that an air pocket between the wave and the wall played a dominant part...

...A J OCKLESTON © Thomas Telford Ltd 1949 EFFECT STATIC DYNAMICS LOADS REINFORCED CONCRETE TIED ARCHES BRIDGES RAILWAYS RIVERS MODELS INVESTIGATIONS TESTS LOCOMOTIVES HAMMER BLOWS DEFLECTION FLEXURAL STIFFNESS DECKS METHODS VERTICAL VIBRATIONS SUPERSTRUCTURES LATERAL...

...C D CROSTHWAITE; C E ANDREW; R F C BOOTH; R ROSECRANS © Thomas Telford and ICE 1947 THEORY STIFFENED SUSPENSION BRIDGES CORRECTED DESIGN VERTICAL TORSIONAL OSCILLATIONS DEFLECTION THEORY TACOMA NARROWS UNITED STATES USA 518 CORRESPONDENCEON A NEW MEASURE...

...J AITKEN; J BOYD; D V DARWIN; A A FINDLAY; F W HARDING; R D JENNINGS; F T MURRAY © Thomas Telford and ICE 1946 CONSOLIDATION VERTICAL CURVES DESIGN ROADS SPEED VEHICLES MATHEMATICS CURVATURE TRANSITION PARABOLAS 580 CORRESPONDENCOEPNARTICLE-SIZE IN SILTS AND SANDS. by Mr...

...SIR E O WILLIAMS © Thomas Telford and ICE 1946 DAVID KIRKALDY W & C FRENCH SHEAR STRESS REINFORCED CONCRETE SHIPS REINFORCEMENT BARS VERTICAL CRACKS EXPERIMENTS WILLIAMS ON SHEARSTRESSES IN RELNFORCEDCONCRETEWITH PARTICULARREFERENCE TOCONCRETE SHIPS. 377 Paper...

...J AITKEN; J BOYD CONSOLIDATION VERTICAL CURVES DESIGN HIGHWAYS ROADS GRADIENTS SHAPE LENGTH RADIUS VISIBILITY CENTRIFUGAL DRAINAGE CALCULATIONS LEVELS THEORY APPLICATIONS © Thomas Telford and ICE 1945 106 Paper No. 5494 A Consolidation of Vertical Curve Design...

...J A TODD © Thomas Telford and ICE 1944 DISTRIBUTION MOMENTS METHODS BENDING HORIZONTAL BEAMS VERTICAL LOADS FORMULAE EQUATIONS DISCUSSIONONTHDEESIGN OF WHARVEOSN SOFT GROUND. 45 One of the sheet-piled wharves had played its part on one occasion with some success, when...

...H D MORGAN © Thomas Telford and ICE 1944 DESIGN WHARVES GROUND SOFT DRIVEN PILES COMPOSITE SCREWS CYLINDERS PROBLEMS SHEETPILING FOUNDATIONS CONSTRUCTION RESISTANCE DISTRIBUTION STRESS VERTICAL MORGAN ON THDEESIGN OF WHARVEOSNOFGTROUND. 5 Paper No. 5393. The Design...

...F G ROYAL DAWSON HIGHWAYS VERTICAL CURVES ROADS SAG SPEED GRADIENTS ANGLES IMPACT FORMULAE METHODS © Thomas Telford and ICE 1943 190 CLAXTON ON INFLUENCE OF SILT ON RIVER BEHAVIOUR. thestreamhad causedheavy erosion from A to B. -4ccording to the Author s Teasoning...

...R H EVANS; K W MAUTNER WIRE BARS REINFORCEMENT PRESTRESSED CONCRETE BEAMS STRESS TENSILE ALLOYS STEEL STRAIN SURFACE SAFETY VERTICAL CRACKING STRENGTH CONCRETE LABAORATORY STUDY OF LONDON CLAY. 501 tbe made. A Paper on the subject had been presented to The Institution...

...M BORN; H L D PUGH BORN AND PUGH ON VIBRATION VY A THIN VERTICAL CANTILEVER. 37'3 Paper No. 5257. "Vibration of a Thin VerticalCantilever caused by a Damped Harmonic Disturbance of the Ground." By Professor MAX BORN,D.Sc., F.R.S., and HUBERTLL. D. PUGH,B.Sc. INTRODUCTION. DURINGhis investigation...

... survey should give information concerning the typec, onsistencyt,hicknessa, nd sequence of soil strataand should indicate the degree of variation in both the vertical and the horizontal directions. It should include all those strata the deformation of which is likely to influence the behaviour...

...G M BINNIE; J A PRICE; A L BELL © Thomas Telford and ICE 1941 APPARATUS MEASUREMENT LATERAL PRESSURE CLAYS SAMPLES VERTICAL LOADS GRAPHICAL METHODS CORRESPONDENCE ON AN APPARATUS FOR MEASURING THE 103 LATERAL PRESSURE OCFLAY SAMPLES. Paper No. 5242. An Apparatus...

...G M BINNIE; J A PRICE; A L BELL; A A FORDHAM; H Q GOLDER; J W HUNTER © Thomas Telford and ICE 1941 APPARATUS MEASUREMENT LATERAL PRESSURE CLAYS SAMPLES VERTICAL LOADS FORMULAE THEORY MOVEMENT 486 COR,RESPONDENCE ON AN APPARATUS FOR MEASURING Paper No. 5242. An Apparatus...

...A M BINNIE; R K WRIGHT; A C BUCK; J WILLIAMSON © Thomas Telford and ICE 1941 LABORATORIES EXPERIMENTS SPILLWAYS BELLMOUTHS DISCHARGES VERTICAL SHAFTS PIPES RESISTANCE WEIRS CREST 450 CORRESPONDENCEON FOUNDATIONS FOR BASEMENT BUILDINGS. building included several basements...

...W M GRIFFITH; E S BELLASIS; W E DORAN; E H ESSEX; H E HURST; J M LACEY © Thomas Telford and ICE 1941 DISCHARGES SURFACE FLOATS VELOCITY CHANNELS FLOW FLOODS SLUICES RIVERS MEASUREMENT VERTICAL CANALS GREAT OUSE UK 464 CORRESPONDENCE ON DISCHARUE BY SURFACE...

...D W M SMITH © Thomas Telford and ICE 1941 GENERAL PROPERTIES PARABOLIC VERTICAL CURVES ROADS DESIGN PARABOLAS CURVATURE SMITE ON GENERAL PROPERTIES OF PARABOLICVERTlCALCURVES. 307 Paper No. 5239. '' General Properties of Parabolic Vertical Curves, with Special Reference...

...G M BINNIE; J A PRICE © Thomas Telford and ICE 1941 APPARATUS MEASURING LATERAL PRESSURE CLAYS SPECIMENS VERTICAL LOADS INSTRUMENTATION MEASUREMENT DESIGN CALIBRATION EXPERIMENTS MOISTURE CONTENT ELASTIC PROPERTIES TESTS LABORATORIES LIAS BLUE CLAY PUDDLE PUDDLE CLAY...

...J W M KING © Thomas Telford and ICE 1940 GRAPHICAL SOLUTIONS PORTAL FRAMES HORIZONTAL LOADS UNSYMMETRICAL VERTICAL LOADING RECTANGULAR SYMMETRICAL BRIDGES METHODS NODES JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS. NO.2. 1940-41. DECEMBER 1940. Paper No. 5226...

..., and had no application to transition-curves. Mr. P. L. Pratley congratulated the Author upon the form of the curve finally recommended. He agreed essentially with thestatement of the Author that the basis of design should tend to be some limiting value for the vertical acceleration of the vehicle...