... PRESSURE STANCHIONS INITIAL TENSION TESTS SHEAR SIMPLE ANALYSIS DATA DESIGN JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 10. 1950-51 DECEMBER 1951 Paper No. 5824 An Experimental Investigation of the Stresses in Angle Brackets t bY PROFESSOWRILLIAM THOMAS MARSHPAhL.DL B.Sc.(EngA.M.I.C.E...

... clearwater supply for industrial purposesT. he erection schemea,ndtemporary works are explained, with the necessary diagrams. Statical live-load tests andrunning tests on the bridge were made on completion; the results werereproducedandcomparisonsmade with calculated andmeasured crawl deflexions...

... machine. However, it had been used freely over the site to drive a shoe down for test purposes. The tube had been withdrawn and the hole filled with sand: Very useful information had been obtained, and he suggested that anybodywith an ingenious turn of mind might not find any difficulty in using a vibro...

... tests. A summary is given of the results of stress readings taken on the dome framework under a test loading applied after completion of the roof, and these results are compared with the preliminary stress assumptions. 25 378 ROBERTS ON TSHTERUCTURAL DESIGN OF THE A FOREWORD UP to the time of his death...

... ALUMINIUM ROOFS LOADS TESTS RIBS FRAMEWORK MODELS RINGS GIRDERS LONDON SOUTH BANK UK 402 DISCUSSION OTNHSTERUCTURADLESIGN OF THE Discussion The Author introduced the Paper with the aid of a series of lantern slides. Professor A. J. S. Pippard observed that the structure described...

... TESTS EXPOSURE COATINGS CORROSION COSTS DESIGN REPAIRS BRIDGEWORKS SAND BLASTING SPRAYING METALS GRIT DETAILING EXPANSION JOINTS ALLOYS MAGNESIUM FLUORIDE STONE ARCHES REINFORCED © Thomas Telford and ICE 1951 MTAHIENTENANCE OF HIGHWAY BRIDGES 201 kept in repair to save...

... WORKS SUBSIDENCE INSPECTION SUPPORTS INVERTS GROUTING FAILURES SILT CAST IRON CLAYS COAL WORKINGS EFFECT MINING FISSURES METHODS BORING ANALYSIS SEEPAGE SHAFTS MOVEMENT PRESSURE TESTS LININGS WADHURST CLAY INVERTS DRAINAGE ST LEONARDS ARLEY BO PEEP TUNNEL NUNEATON...

... REMEDIAL WORKS TRACK MOVEMENT SOIL MECHANICS INVESTIGATIONS SOILS PRESSURE TESTS SETTLEMENT RELINING RINGS FLANGES CONCRETE FILL ST LEONARDS BO PEEP TUNNEL SUSSEX UK 52 CAMPION ON PART RECONSTRUCTION OF RAILWAYENGINEERINGDIVISION MEETING 28 November, 1950...

... are determined by tests. The shape of the compression-stress distribution and the position of its centre of gravity are denoted by symbols for which safe limiting values are obtained experimentally. A plastic theory for the ultimate longitudinal bending strength of cylindrical shells is also presented...

... assumption in the Paperthat redistribution followed only fromsteel yield-was one which he wished to emphasize 1 It had been found a t the Building ResearchStation, in tests on continuous beams and portal frameworks, that where incipient failure was the result of a weakness of the concrete, even whilst...

...COMMITTEE ON THE MECHANICAL PROPERTIES OF AGGREGATES © 1951 Thomas Telford Ltd 1951 ENGINEERING RESEARCH MECHANICAL PROPERTIES AGGREGATES METHODS TESTING ROADS TESTS PERFORMANCE PROCEDURE A REVIEW OF THE METHODS OF TESTING AGGREGATES FOR ROADS 211 ENGINEERING RESEARCH...

... CITIES HYDRAULIC MODELS CONSTRUCTION MODELLING RIVERS URBAN FLOODING VALLEYS DEVELOPMENT FLOOD PLAINS MEASUREMENT METHODS INSTRUMENTATION TESTS EXPERIMENTS VELOCITY TRANSPORTATION BEDS MATERIALS HYDRAULICS RESEARCH DELFT UNIVERSITY NOTTINGHAM RIVER TRENT DELFT UK...

...B G G MANTON; P LUMB © 1951 Thomas Telford Ltd 1951 INFLUENCE PARTICLES SIZE BEARING CAPACITY MECHANICAL STABILISATION SUBGRADE STABILISED SOILS MIXTURES ARTIFICIAL PREPARATION GRADING TESTS CBR CALIFORNIA BEARING RATIOS SATURATED UNSATURATED 206 MANTON AND LUMB...

... DRIVING MECHANISMS PRESSURE CELLS FOUNDATIONS TESTS 374 CORRESPONDENCE ON THE BEARINCGAPACITY OF CORRESPONDENCE ON A PAPERPUBLISHED I N MARCH 1950 JOURNAL Paper No. 5741 he Bearing Capacity of Screw Piles and Screwcrete Cylinders 1- by GUTHLACWILSON,S.M., B.Sc. (Eng M.I.C.E. Correspondence Mr...

...R G BRAITHWAITE; D J DAVIES; E B HUGH JONES; G ROBERTS; H G TAYLOR; C S CHETTOE; L P B ARTHUR; J M LIDDELL; P S A BERRIDGE; J LEGRAND; J C HUDSON; F H BEST © 1950 Thomas Telford Ltd 1950 WELDED HIGHWAYS BRIDGES WELDING ECONOMICS SAVINGS GIRDERS STEEL TESTS SPANS FABRICATION...

...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...

... carried out. Techniques developed for roadwork have been applied to hydraulic works in the past 20 years. Appropriate definitions, properties, four headings :tests, and types are set out in this Paper, and the hydraulic works are grouped under (1) breakwaters and groynes; (2) coast and estuary...

... gravels and sands to about 90 lb. per cubic foot for heavy clays. For a constant amount of compaction, all soils have an optimum moisture content at which a maximum dry density is obtained. The leboratory tests used to determine the compaction characteristics are described in this Paper and factors...

..., the methods of carrying out the tests and, finally, the experiments carried out, first on the materials and then on the test specimens and beams. A summary of the main conclusions reached is given at the end of the Paper. © 1949 Thomas Telford Ltd 1949 BONDS PRESTRESSED CONCRETE EXPERIMENTS...