...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...

... BRITAIN BY WILL- CLOWES AND SONS, LIMITED, MNDON AND BECQEI BEARING CAPACITY SCREWS PILES CYLINDERS SCREWPILES SCREWCRETE ...

... 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 mKIRK TWEED ON SCREW-PILE DEEP-WATER JEITY AT THE PORT OF BANDAR SHAHPUR, IRAN. 223 Paper No. 5686. " Screw-Pile Deep-Water Jetty at the Port of Bandar Shahpur, Iran." By ERICSIDNEYKIRK,M.C., and RATHLINJOHNCLINTONTWEED, M.A. (Cantab MM.1.C.E. (Ordered by the Council...

... 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...

... described in the Paper. He supposed that the most important part of the cylinders would be the screws, which, buried in the silt, probably suffered no corrosion whatever ; but it was perhaps hardly rightto say, as was suggested on p. 11,ante, that a hollow cast-iron pile was more resistant to corrosion than...

...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...

... TABLE O F CONTENTS. PACE Introduction . . . . . . . . . . . . . . . . . . 527 The MocoretL bridge scheme . . . . . . . . . . . . . 528 Screw-cylinderpiers . . . . . . . . . . . . . . 530 Salvage of brokencylinders . . . . . . . . . . . . 534 Abutments . . . . . . . . . . . . . . . . . 538 Plate-girder...