...C M ROBERTS © Thomas Telford and ICE 1951 FUNDAMENTAL ECONOMICS HYDROELECTRICITY DESIGN STUDIES CONDITIONS FACTORS PROBLEMS DAMS SIZE PIPELINES HYDRAULIC RAINFALL RUNOFF STORAGE RIVERS TUNNELS OPERATING EFFICIENCY POWER STATIONS ROBERTS ON FUNDAMENTALECONOMICS...

... LOADS PROBABILITY LOADING DESIGN OVERHEAD TRANSMISSION LINES CONDUCTORS LEVELS ECONOMICS EFFICIENCY DEFLECTION CURVES LIVE DEAD BEARING PRESSURE EFFECT STATIC SIZE STRENGTH METALS REINFORCED CONCRETE PUGSLEY ON CONCEPTS OF SAFETY IN STRUCTURALENGINEERINQ 31 38. A. M...

...B G G MANTON; P LUMB 206 MANTON AND LUMB ON THE BEARING CAPACITY Paper No. 5775 " The Influence of Particle-Size on the Bearing Capacity of Mechanically Stabilized Subgrades " by BASILGEORGEGRENVILLME ANTON,B.Sc.(Eng A.M.I.C.E., and PETERLUMB,M.Sc.(Eng (Ordered by the Council to be published...

... PRESSURE EFFECT SHAPE SIZE VARIATIONS CHARACTERISTICS HIGH BEHAVIOUR NATURAL DISTRIBUTION GUSTS RESEARCH DESIGN © 1950 Thomas Telford Ltd 1950 JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS NO.3. 1949-50 JANUARY 1950 Paper No. 5757 (6 Wind Loads on Structures 'l by B ~ I C H ~ ERL...

...B F SAURIN © Thomas Telford Ltd 1949 DESIGN REINFORCED CONCRETE PILES REINFORCEMENT METHODS INSTALLATION DRIVING CASTING IN SITU SELECTION SHAPE SECTIONS PRECAST SIZE PRACTICE LONGITUDINAL TRANSVERSE HEADS TOES FORMULAE SHOES 80 SAURIN ON THE DESIGN OF REINFORCED...

...R GLOSSOP; A W SKEMPTON; P G H BOSWELL; F CAMPUS; K E CLARE; E E WHITE; R M W EDWARDS; J P DAXELHOFER; H Q GOLDER; T K HUIZINGA; J W H KING; G LACEY; G WILSON; L J MURDOCK; S PACKSHAW; K TERZAGHI CORRESPONDENCEON PARTICLE-SIZE IN SILTS ANDSANDS. 557 CORRESPONDENCE ON PAPERSPUBLISHED IN DECEMBER...

...R GLOSSOP; A W SKEMPTON JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS No. 2. 1945-46 DECEMBER 1945 Paper No. 5492 Particle-size in Silts and Sands By RUDOLPHGLOSSOPB,.Sc., and ALECWESTLEYSKEMPTON, M.Sc., Assoc. M. Imt. C.E. TABLE OF CONTENTS. Introduction...

... ~ 1DIB and f q DIB curves on Fig. 3, Plate 2, was easy, involving only the calculation of P-AB and A"> P~ B4 for (say) six different values of DIB. For the design of sewers, quantity, gradient, and size were the main factors, andtherefore a sewer design chart should readily co-ordinate them. Velocity...

... of the obstruction. D ,, todteapl th of water. h ,, depth of wataebrove the obstruction. m ,, hydraulic mean depth. d ,, mean grain-size of a material. INTRODUCTION. Little quantitative information appears to be available as t o the least size and weightof material which may safely be employed in the construction...

...R A BAGNOLD © Thomas Telford and ICE 1940 BEACHES FORMATION WAVES MODELS EXPERIMENTS TANKS WATER MOVEMENT PROFILES BEHAVIOUR EFFECT IMPERVIOUS MATERIALS CREST LATERAL INSTABILITY ENERGY LOSS PERCOLATION SAND SIZE GRADING PARTICLES PEBBLES VARIATIONS TIDES...

...R V BURNS; C M WHITE © Thomas Telford and ICE 1938 PROTECTION DAMS WEIRS SLUICES SCOUR ANTI SCOUR MODELS EXPERIMENTS EQUIPMENT BEDS MATERIALS TESTS APRONS PROTECTIVE DEVICES SILLS INFLUENCE TAILWATER DEPTH DISCHARGES SIZE RTJRNS AND WHITE ONPROTECTION OF DAMS,ETC...

... ENERGY VISCOSITY INFLUENCE VELOCITY DISTRIBUTION CURVATURE FILAMENTS WATER MODELS TESTS MEASUREMENT SANITATION SIZE TRUNK SEWERS CONSTRUCTION PLANT DESIGN TANKS DIGESTION WORKS AERATION ACTIVATED INVERTED PURIFICATION STORMWATER CONCRETE PIPES GAS ECONOMICS WEST...

...P L HENDERSON © Thomas Telford and ICE 1936 DEVELOPMENT RAILWAYS CARRIAGES WAGONS CONSTRUCTION ROLLING STOCK EXPERIMENTS BODIES FRAMING COACHES FRAMES TIMBER DESIGN WELDED COMPOSITE VESTIBULE FILLETS WELDS SIZE CALCULATIONS BOGIES UNDERFRAMES JIGS REVOLVING TESTS...