...G WILSON; A S E ACKERMANN; F L CASSEL; W T MARSHALL; P W ROWE; G P TSCHEBOTARIOFF; R J C TWEED; PAVRY; R E GIBSON; A A YASSIN © 1950 Thomas Telford Ltd 1950 BEARING CAPACITY SCREWPILES PILES SCREWS CYLINDERS SCREWCRETE ULTIMATE PROBLEMS STATIC DYNAMICS EMPIRICAL FORMULAE...

...L SCOTT WHITE; G A GARDNER; R B M POTTER; T W MARSH; D C VAUGHAN; L TURNER; D WEARE © 1950 Thomas Telford Ltd 1950 GOVERNMENT OFFICES PROBLEMS RESITING HISTORIC BUILDINGS UNDERPINNING LOWERING BONUSES INCENTIVES PAYMENTS MOVING SILOS REMOVAL JACKS SCREWS BRICKS STILLAGES...

...G WILSON; J BICKLEY © 1950 Thomas Telford Ltd 1950 BEARING CAPACITY SCREWS PILES CYLINDERS SCREWPILES SCREWCRETE 276 OBITUARY SIR RALPHFREEMAN was born in London on the 27th November, 1880, and died suddenly a t his home a t Finchley on the 11thMarch, 1950. He was educated...

... feet long, 32 feet wide, and 20 feet high, and which weighs approximately 1,000 tons, was moved 43 feet 6 inches laterally on to a staging; it was then lowered by screw-jacks through a height of 18 feet 9 inches and rolled back to a position beneath its original site. The building as it stood...

...G WILSON Summary This Paper describes an investigation which included model-experiments and full-scale loading tests on screw piles and cylinders, observations on the settlement of piles in actual structures, the derivation of a theory of bearing capacity, a check on the relationship between...

...G WILSON; H D MORGAN; A W SKEMPTON; J BICKLEY; C C MARSHALL; G G MEYERHOF; P A SCOTT; D H LITTLE; N S BOULTON; G WOOD © 1950 Thomas Telford Ltd 1950 BEARING CAPACITY SCREWPILES SCREWCRETE CYLINDERS SCREWS PILES WHARVES TESTING MODELS TESTS MATHEMATICS FOUNDATIONS SHEAR...

...E S KIRK; R J C TWEED © 1949 Thomas Telford Ltd 1949 SCREWS PILES SCREWPILES DEEP WATER JETTIES PORTS CONSTRUCTION BANDAR SHAHPUR PERSIAN GULF IRAN PERSIA MIDDLE EAST mKIRK TWEED ON SCREW-PILE DEEP-WATER JEITY AT THE PORT OF BANDAR SHAHPUR, IRAN. 223 Paper No. 5686...

... ultimately reached by the test-piles ( l 2 inches by 12 inches by 85feetpenetration)wasequivalent to africtionalresistance of about 5 cwt. per square foot. If the cylinders described by the Author had been fitted with (say) five screws instead of three, the effect would have been equivalent to cylinders of 8...

...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...

...WENTWORTH SHEILDS; C W KNIGHT; DU PLAT TAYLOR; FMG; J S WILSON; L F COOLING; S PACKSHAW; A W SKEMPTON; G P MANNING; J BICKLEY; J E G PALMER © Thomas Telford and ICE 1944 DESIGN WHARVES SOFT HILEY GROUND CORROSION CAST IRON RESISTANCE SCREWS CYLINDERS FORMULAE LOADING...

...W J E BINNIE © Thomas Telford and ICE 1938 PRESIDENTS HISTORY SCIENCE ANCIENT ENGINEERING KNOWLEDGE ROMAN GREEK EGYPTIAN DIOPTRA PNEUMATIC CATOPTRIC SCREWS ARCHIMEDEAN AQUEDUCTS WATER SUPPLY INVENTIONS EGYPT GREECE 2 ORDINARY MEETING. Mr. WILLIAM JAMES EAMES...

...C G BLOFIELD RECONSTRUCTION BRIDGES RAILWAYS CYLINDERS PIERS ABUTMENTS PLATES GIRDERS SPANS TRACK REMOVAL TRUSSES COSTS RENEWAL SCREWS SCREWING COUNTRIES DEVELOPING SALVAGE BROKEN RIVERS METHODS LOWERING BOWSTRING MASONRY CAST IRON WROUGHT MOCORETA TIMBOY...