...E O MEASOR; D H NEW © Thomas Telford and ICE 1951 SCOTT & WILSON HOLLAND & HANNEN & CUBITTS DESIGN CONSTRUCTION HALLS ARCHITECTURE SITES FOUNDATIONS CONCRETE COLUMNS BASES GRAVEL CLAYS LONDON CLAY EXCAVATING DEWATERING WELLPOINT METHODS EXCAVATIONS...

...F E CAMPION © Thomas Telford and ICE 1951 BRITISH RAILWAYS SOUTHERN REGION RECONSTRUCTION TUNNELS LININGS REPLACEMENT CAST IRON INVERTS FAULTS GEOLOGY CLAYS SILT SAND WADHURST CLAY FAILURES BRICKS PERCOLATION SOFTENING WALLS ERECTION GROUTING BRICKWORK RAILWAYS...

... FAILURES SILT CAST IRON CLAYS COAL WORKINGS EFFECT MINING FISSURES METHODS BORING ANALYSIS SEEPAGE SHAFTS MOVEMENT PRESSURE TESTS LININGS WADHURST CLAY INVERTS DRAINAGE DISCUSSION ON BO-PEEP AND ARLEY TUNNELS 93 Discussion The Authorspresented their Papers with the aid of lantern...

... HAM RIVER UK TURKEY CHINA © 1950 Thomas Telford Ltd 1950 BEARING CAPACITY SCREWPILES SCREWCRETE CYLINDERS SCREWS PILES MODELS EXPERIMENTS LOADING TESTS SETTLEMENT THEORY DRIVING TORQUE COEFFICIENTS EARTH PRESSURE SCREWING SAND CLAYS FAILURES RIGID BODIES...

... CODES PRACTICE LONG STEEL TUBES SAMPLING ELECTRODES RESISTIVITY PROSPECTING SAMPLING CLAYS SILT SOILS GEARS AUGER SAMPLERS UNDISTURBED VANES TESTS SOUNDINGS AND OTHER METHODS OF SUB-SURFACE EXPLORATION. 137 Fig. 4 : Ruaton-Bucyrus, Ltd. Fk. 5 : Ingersoll-Rand Co., Ltd. F@s l 1 : J...

...H J B Harding SITE INVESTIGATION BORING METHODS SUBSURFACE EXPLORATION OIL WELLS WATER SUPPLY MINERALS WORKS DESIGN GEOLOGY AUGER DRILLS DRILLING GROUNDWATER SULPHATES CLAYS WATER TOOLS ROADS SURVEYS TESTS MATERIALS SITES DIAMONDS WASH PERCUSSION JOURNAL...

...F R MELVILLE; RLG HETHERINGTON; W J E BINNIE; C C MACKINTOSH; AE MANN © Thomas Telford and ICE 1948 BINNIE DEACON & GOURLEY WATER SUPPLY CITIES COUNTRIES DEVELOPING PIPES TROPICS REINFORCED CONCRETE DAMS FLEXIBLE WALLS CORES PUDDLE CLAYS PUDDLE CLAY PEGU...

... Thomas Telford and ICE 1947 NEW PILING FORMULAE PILES CAPACITY CLAYS DRIVING LOADS CARRYING TESTS SAND GRAVEL DYNAMICS STATIC HILEY BEARING CAPACITY RESISTANCE MONKEYS DROP HAMMERS PREDICTION FAILURES SAFETY 522 CORRESPONDENCE ON A NEW PILING FORMULA. CORRESPONDENCE...

... SUPERSTRUCTURES DECKS SPECIFICATIONS LOADS DISTRIBUTION COMPRESSED AIR ILLNESS SICKNESS RAPID COMPRESSION CLAYS SILT LAYERS ROADS SURFACING SURFACES REDUCTION ECONOMICS PREDICTION SETTLEMENT PAINTING SAFETY CRANES RIVERS SPANS CANTILEVER SUSPENSION TOWERS BASES MEMBERS SUSPENDED...

... witha Q-inch settlement, reference to Tables No. 32-33 in Mr. R. V. Allin s Resistance of Piles to Penetration would confirm the value as very close to the figure stated. The speculations indulged in by the Author as to loadings for piles in clay appeared very questionable where calculations...

...O FABER PILING FORMULAE PILES FOUNDATIONS DRIVING RESEARCH HILEY BALLAST CONDITIONS CALCULATIONS APPLICATIONS CLAYS EFFICIENCY .FABER ON A NEW PILING FORMULA 5 Paper No. 5598. A New Piling Formula. 7 BY OSCARFABERO..B.E., D.C.L.(Hon D.Sc.(Eng M.I.C.E. .TABLE OF CONTENTS...

... for a considerable number of years, was being applied to the problems of engineering practice. He agreed with the size-limits for sand, silt, and clay adopted by the Authors, and with the proposed subdivisions of those grades, which he thorght were adequate, without introducing a fourth major grade. With regard...

...C H DOBBIE © Thomas Telford and ICE 1946 SEA DEFENCES WORKS RECLAIMED LAND RECLAMATION PROTECTION COASTS MARSHES CLAYS WALLS REVETMENTS BEACHES FORMATION GROYNES FAGGOTS COASTAL DOBBTE ON SOME SEA DEFENCE WORKS FOR RECLAIMED LANDS. 257 Paper No. 5493. I Some Sea Defence...

... . . . . . . . . . . . . . . . . . . . . PACE 81 Mechanicalanalysis . . . . . . . . . . . . . . . . . . . 82 .Distinction between gravel and sand fractions . .Distinction between silt and clay fractions . .Distinction between silt and sand fractions . . . . . . .. .. .. 83 83 85 . .Distinction between Conclusions .the.sa.nd .frac.tio.ns...

...H J B HARDING © Thomas Telford and ICE 1945 W T HALCROW JOHN MOWLEM EMERGENCIES REPAIRS SUBWAYS DAMAGE WAR AIR RAIDS BOMBING TUNNELS LININGS CAST IRON SEGMENTS TUNNELLING METHODS CLAYS LONDON CLAY TOWER LONDON UK WIDENING ON THE MOTION OF RAILWAY...

... to the point of failure. Thevalues of obtained from those types of tests were commonly designated as +8 and For silt the values of rangedbetween 30 degrees and 35 degrees (exceptionally 27 degrees) andthemost common values for ranged between 22 degrees and 20 degjees. For clay the values of 48,were between 28...

...A W SKEMPTON EAU BRINK CUT KINGS LYNN NORFOLK RIVER OUSE GREAT OUSE UK BUILDING RESEARCH STATION RIVER GREAT OUSE CATCHMENT BOARD BRS SLIPS BANKS STABILITY RIVERS RELIABILITY METHODS SLOPES GEOLOGY ENGINEERING EROSION SHEAR STRENGTH CLAYS SILT DISCUSSION...

...B PATTENDEN © Thomas Telford and ICE 1945 MESSRS. A.E. FARR LTD TUNNELLING PRECAST CONCRETE TUNNELS CLAYS GROUTING TRAVELLING ERECTORS DRAINAGE CHANNELS MACHINERY ORCHARD ON CLOVER-LEAF LOOPS. 217 A method of gaining access to the three areas in each quarter...

... be encounteredduringdriving. It was possible to have two totally dissimilar soils having the samedrivingresistance butdiffering in the shape and size of soil particles and in the percentage of clay or colloidal mattertheycontained.Thepressure-distribution cones for the two soils wouldbe quite different and would...

... CLAYS BANKS SATURATION WATER MOVEMENT SWEDISH METHODS CHINGFORD DAM UK ROADS IN SOUTH-WEST IRAN. 289 brane. That was sometimes successful, bht was very largely influenced by the quantity of water used by the inhabitantsfor cukivating their gardens. Theflakingeffectcommentedonby Mr...