...J A CASHIN; D A COLLINS; I C BARLING; N A MOWBRAY; D H LITTLE RIVER MERSEY MERSEY ESTUARY UK ENGINEERING WORKS IMPROVEMENT ESTUARIES RIVERS DREDGERS TIDAL MODELS DREDGING TIDES MODELLING HOPPERS CHANNELS ESTUARINE REVETMENTS BANKS ACCRETION FORESHORES © 1949...

...J A CASHIN; J ALLEN; GIBSON; R D BROWN; J PALMER; N F P PIGOTT; W P THOMPSON; R A STEPHENSON; C PEEL; C H DOBBIE ENGINEERING WORKS IMPROVEMENT ESTUARIES HEIGHT TRAINING BANKS MODELS FLOW CUTTING DREDGING CHANNELS RIVERS TIDES MERSEY ESTUARY RIVER MERSEY UK © 1949...

... TRAINING BANKS TIDAL CHANGE REGIMES HISTORY MERSEY ESTUARY RIVER MERSEY UK IMPROVEMENT OF THE ESTUARY OP THE MERSEY. 355 13. G . F. Lyster, Thc L hysioal and Engineering b catures of thc River Mersey and Port of Livorpool, Rcport of Liverpool Mect,ing, British Association, 1896. 11...

...J A CASHIN © 1949 Thomas Telford Ltd 1949 ENGINEERING WORKS IMPROVEMENT ESTUARIES MARITIME BEDS TIDAL HEIGHT TIDES CAPACITY FRESHWATER INDUSTRIAL EFFLUENT SEWAGE DRIFT CHANNELS SEA NAVIGATION DREDGING CONSTRUCTION REVETMENTS TRAINING BANKS SAND SHOALS MODELS...

...M NIXON © Thomas Telford Ltd 1948 CLOSURES BREACHES FLOODS BANKS FAILURES BARRIERS AMPHIBIOUS VEHICLES ARMOURED NEPTUNE TANKS METHODS OVER CAMBRIDGESHIRE GREAT OUSE UK N E O N ON THE CLOSING OF THE BREACH AT OVER, CAMBRIDGESHIRE, IN THE 1947 FLOOD. 93 INGENUITY...

... PROTECTION BLOCKS GROYNES BEACHES COASTS BANKS SAND JOINTS GROUTING FAGGOTS DYKES COASTAL SANDBANKS MASTIC GROUTS WALLS SEA WALLS FLEXIBLE BITUMEN JOINTING HOLLAND NETHERLANDS UK CORRESPONDENCJ:ON EARTH YRJ3SSUR.E AND EARTH RESISTANCE. 637 the net area adef and the identical...

...A W SKEMPTON; W E DORAN; W L LOWE BROWN; K TERZAGHI; W H WARD; E WILKINSON; G WILSON © Thomas Telford and ICE 1945 SLIPS CUTS RIVERS BANKS SITES EXPLORATION SHEAR STRENGTH STABILITY CHANNELS SILT FENS SAFETY FACTORS REMEDIAL WORKS METHODS DEPOSITION TOES...

...A W SKEMPTON SLIPS BANKS STABILITY RIVERS RELIABILITY METHODS SLOPES GEOLOGY ENGINEERING EROSION SHEAR STRENGTH CLAYS SILT EAU BRINK CUT KINGS LYNN NORFOLK RIVER OUSE GREAT OUSE UK © Thomas Telford and ICE 1945 BUILDING RESEARCH STATION RIVER GREAT OUSE...

... 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...

...P CLAXTON © Thomas Telford and ICE 1943 INFLUENCE SILT RIVERS BEHAVIOUR LOADS EROSION BANKS GROYNES CREEKS STREAMS EARTH SAND EROSION INDUS RIVER PAKISTAN CLAXTON ON INFLUENCE OF SILT ON RIVER BEHAVIOUR. 183 Paper No. 5319. Influence of Silt on River Behaviour...

...J ALLEN IMPROVEMENT RIVERS INVESTIGATIONS TIDAL MODELS EXPERIMENTS BARRIERS BANKS GROYNES TRAINING WALLS BARRAGES CUTS RIVER PARRETT BRIDGWATER STERT POINT STERT ISLAND COMBWICH UK © Thomas Telford and ICE 1942 SCHEMES OF IMPROVEMENT FOR THE RIVEPRARRETT. 85...

...L F COOLING; H Q GOLDER © Thomas Telford and ICE 1942 ANALYSIS FAILURES EARTH DAMS CONSTRUCTION STABILITY METHODS SWEDISH COHESIVE SOILS FRICTION BANKS PUDDLE CORES SAMPLING WEIGHT SHEAR STRENGTH WATER CONTENT EARTHWORKS SITES PLASTIC LIMITS 38 COOLING AND GOLDER...

...E C SMITH; A H A HOGG; C R J WOOD © Thomas Telford and ICE 1942 SOIL MECHANICS SAFETY CLAYS BANKS SAFETY EARTHWORKS STABILITY PRESSURE INTENSITY 558 CORRESPONDENCE ON SOIL MECHANICS : Paper No. 5300. Soil Mechanics : The Factor of Safety of Clay Banks By ERNESCTECIL SMITH...

...E C SMITH © Thomas Telford and ICE 1942 SOIL MECHANICS SAFETY CLAYS BANKS INVESTIGATIONS SLOPES VIBRATION O F A T H I N VERTICAL CANTILEVER. 293 +of PS,given by the coefficient of sin (ut c) in equation (4.3), has been calculated, as a function of W for some values of K (Table 11...

...SIR R R GALES © Thomas Telford and ICE 1939 RIVERS TRAINING APPLICATIONS BRIDGES CURVES RAILWAYS WORKS GUIDEBANKS BANKS PROTECTION COUNTRIES DEVELOPING TROPICS SARA HARDINGE BRIDGE LOWER GANGES INDIA ASIA BANGLADESH CORRESPONDENCE ON THE PRINCIPLES OF RIVER...

...SIR RR GALES; C C INGLIS; H A MCGILLYCUDDY; F R MORGAN; F G ROYAL DAWSON; F G R DAWSON; C G SMITH; W L C TRENCH © Thomas Telford and ICE 1939 RIVERS TRAINING BRIDGES RAILWAYS COUNTRIES DEVELOPING BANKS GUIDEBANKS DESIGN SLIPS FAILURES BREACHES MODELS EXPERIMENTS BEDS...

... Preliminary .. .. .. .. .. . : . . . . . . . . . . .. .. . . 34 34 Scheme0 for opening a channel throughthe Bagillt bank . . . . . . 36 Schemes for a trained channel otherthanthroughthe Bagillt bank . . . 39 Experiraents on scheme D Experiments osncheme E .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 41 45...

...J ALLEN WATER FLOW RESISTANCE RIVERS CHANNELS BENDS ENERGY FRICTION BEDS BANKS CURVATURE MODELS ORIFICES CALIBRATION DISCHARGES GAUGES MEASUREMENT WEIRS HYDRAULIC DEPTH VELOCITY EARTH CALCULATIONS ROUGHNESS CURVES OPEN TESTS TESTING PIPES CYLINDRICAL STREAMS...

..., althoughalwaystakenfor granted byrailway engineers, did not appearto be known to engineerswho might only have had experience of river-training for other purposes. The general principle watshat thepair of flanking guide-banks shouldconverge upstream. It was notalways possible to ensure convergence on both sides...

... CLAYS BANKS EMBANKMENTS FAILURES FOUNDATIONS MATERIALS LEAKAGE SLUMPING LOOSE BEHAVIOUR WEAKNESS MOVEMENT CONSOLIDATION SOILS TESTS SPECIMENS EILDON AUSTRALIA CORRESPONDENCE ON PAPERSPUBLISHEDIN MARCH 1938 JOURNAL. Paper No. 5121. The Subsidence of a Rockfill Dam...