...J GRAHAM; A SCOTT; E F PREECE; H A FACCI RECONSTRUCTION CULVERTS DESTRUCTION FLOODS RAILWAYS EMBANKMENTS SOILS STABILISATION PROPERTIES ELECTRO OSMOSIS DRAINAGE PRESSURE PUMPING RELIEF WATER CONSOLIDATION AYTON © Thomas Telford and ICE 1951 CORRESPONDENCEON...

... of the situation at Ayton after the heavy rains of August 1948, and a brief account of the pzeliminary work involved before the embankment was dried out by electra-osmosis and a new culvert constructed. . :Hr L. E. Hawkins asked if some idea could be given of the cost of electro-osmosis, either the total or some...

... 1948, culvert No. 146, which provides passage for a stream through a 60-foot-high embankment on the East Coastmain line between Edinburgh and Berwick, collapsedand theembankment dammed up the water behind it toa depth of 28 feet. The Paper, which is a record of the work carried out...

... PEAT EXPLOSIVES SUBSOIL FILLING MATERIALS CHARGES EMBANKMENTS NORTH IRELAND GERMANY 30 I UTNCSN, DALZELL, AND WILLIAMS ON A FULL-SCALE 21. L. E. Hunter, Foundations for Highways. Highus., Bridges and Aerodr., vol. 13, p. 14 (19 March, 1947). 22. Abhandlungen iiber Bodenmechanik und...

... CONSTRUCTION CONCRETE COSTS MACHINERY MAINTENANCE JOINTS FOUNDATIONS SURFACING DESIGN SURFACES IRREGULARITIES BITUMINOUS MECHANISATION TIME EMBANKMENTS WEST SUSSEX UK 6 FLOYD ON TTHREEND OF ROCAODNSTRUCTION SO far as the relation of the margin to the carriageway affects the degree...

...A DEAN; H C ORCHARD; P S A BERRIDGE; J S CAMPBELL; A H TOMS; R HAMMOND; F W SLADE; R F WILSON; R L MCILMOYLE © Thomas Telford and ICE 1950 MAINTENANCE DESIGN RAILWAYS WORKS EARTHWORKS DRAINAGE BRIDGES GIRDERS ACCESS DECKS WATERPROOFING STRUCTURES MATERIALS EMBANKMENTS 24...

...G E E BUCHNER RECLAMATION HISTORY SITES ACCRETION SURVEYS TECHNICAL PROBLEMS TIDES DRAINAGE CONSTRUCTION COSTS CREEKS EMBANKMENTS WAINFLEET LINCOLNSHIRE THE WASH UK THEINSTITUTION OF CIVIL ENGINEERS. MBRITIME AND WATERWAYS ENGINEERING DIVISION. A RECLAMATIONNEAR...

...C R IRVING © Thomas Telford and ICE 1948 WIND TIDES SEA COASTS DEFENCES WAVES STORMS WALLS EMBANKMENTS WEATHER RAILWAYS NORTH WALES LLANFAIRFECHAN PENMAENBACH MOSTYN SEA WALL RHUDDLA MARSH ABERGELE OLD COLWYN UK SEATON ON COAST EROSION AND SEA DEFENCE. 21...

...M A HENRY; M DU PLAT TAYLOR; DPM TAYLOR; C A NEALE; C H DOBBIE; O F C BENDER; J BRIGGS; P A SCOTT; T H SEATON; C R IRVING © Thomas Telford and ICE 1948 LONDON AND NORTH EASTERN RAILWAY LNER WIND TIDES SEA COASTS DEFENCES RAILWAYS EROSION PROTECTION GROYNES EMBANKMENTS...

... 20 23 25 Drainage and the stability of slopes . . . . .Cohesive soils .. .. .. .. .. .. .. .. .. .. .. .. 26 25 .(a) Natural slopes . . . . . (b) Cuttings and embankments .. .. .. .. .. .. .. .. .. .. 26 27 3 4 GLOSBOP OSNOIDLRAINAGWE ITH PAR.TICULAR REFERENCE .Non-cohesivesoils...

... embankmentsbuilt with their crestsabove high-water level. The shortest of these embankments (that across the East Weddel Sound) was to be about 1,400 feet in length, whilst the longest (that across the Skerry Sound) was to be about 2,120 feet long. The maximum height from the sea-bed to high-water over the sites...

...SEATH; A WHITAKER; W HALCROW; G G NICOL; H RIDEHALGH; A B SHARP; S C DOUGHTY; H CHATLEY; C K JOHNSTONE BURT; A M MCTAGGART CAUSEWAYS FLOW BOLSTERS EMBANKMENTS SOUNDING SLIPWAYS MODELS PIERS PROTECTION CURRENTS BARRIERS DEFENCES NAVAL WARSHIPS PROTECTION SHIPS SCAPA FLOW...

...F N G TAYLOR © Thomas Telford and ICE 1945 METHODS CONSTRUCTION DEEP FOUNDATIONS LAND EXCAVATIONS PILED GROUND CONSOLIDATION SIDES WALLS TIMBER TRENCHES STEEL SHEETPILING VERTICAL JOISTS HORIZONTAL EMBANKMENTS CYLINDERS CAISSONS MONOLITHS CONTROL WATER DRAINAGE...

... SLIPS BORING FOOTBRIDGES VIADUCTS CUTTINGS EMBANKMENTS SLOPES EXCAVATIONS SAMPLES LOADS EXCAVATING BARBEY ON SOME SOIL MECHANICS PROBLEMS ON THE LONDONM, IDLANDANDSCOTTISHRAILWAY. 31 RAILWAY ENGINEERINGDIVISION. Railway Paper No. 11. Some Soil Mechanics Problems on the London, Midland...

...H R REYNOLDS © Thomas Telford and ICE 1944 SOIL MECHANICS RAILWAYS ENGINEERS CLASSIFICATION SOILS SAMPLING TESTING STABILITY SLOPES DESIGN CUTTINGS EMBANKMENTS TOES WALLS STONE PITCHING SLIPS REMEDIAL MEASURES PERMANENT WAY RETAINING FOUNDATIONS STRUCTURES SAND...

... ROUNDABOUTS APPROACHES SPANS TRAFFIC DUAL CARRIAGEWAYS EMBANKMENTS RIVERS CROSSINGS TUNNELS ALIGNMENT SKEW WESTMINSTER BR. LAMBETH BRIDGE LONDON UK FRANCE LAYOUT ON BRIDGE DESIGN...

...R M WYNNE EDWARDS © Thomas Telford and ICE 1942 EARTHWORKS EMBANKMENTS PROPERTIES COHESIVE NON COHESIVE SOILS METHODS INVESTIGATIONS DESIGN CONTROL BANKS BUILDING PLANT EARTH FOUNDATIONS PERMEABILITY SHEAR STRENGTH GROUND BORING TESTS MATERIALS GEOLOGY CLAYS...

...J DAVIDSON; A W SKEMPTON; H Q GOLDER; R GLOSSOP; A C WHIFFIN; H G LLOYD; A H TOMS; E E H BATE; A W SKEMPTON; G E SCOTT; W J SINCLAIR © Thomas Telford and ICE 1942 EARTHWORKS EMBANKMENTS LIQUIDS LIMITS MATERIALS BANKS COHESIVE NON COHESIVE MIXING STRENGTH CLAYS SAMPLING...