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CORRESPONDENCE. A SLIP IN THE WEST BANK OF THE EAU BRINK CUT.

A W SKEMPTON, W E DORAN, W L LOWE BROWN, K TERZAGHI, W H WARD, E WILKINSON, G WILSON

Journal of the Institution of Civil Engineers (1945) 24 (8): 535–553.

https://doi.org/10.1680/ijoti.1945.13958

Published: 01 October 1945

...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...

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Journal Articles

A SLIP IN THE WEST BANK OF THE EAU BRINK CUT.

A W SKEMPTON

Journal of the Institution of Civil Engineers (1945) 24 (7): 267–287.

https://doi.org/10.1680/ijoti.1945.12261

Published: 01 May 1945

...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...

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CORRESPONDENCE. REMEDIAL WORKS IN CONNEXION WITH THE WALDERSHELF SLIP-BROOMHEAD RESERVOIR.

L BENDELOW, R C S WALTERS

Journal of the Institution of Civil Engineers (1944) 22 (8): 442–443.

https://doi.org/10.1680/ijoti.1944.14080

Published: 01 October 1944

...L BENDELOW; R C S WALTERS © Thomas Telford and ICE 1944 REMEDIAL WORKS SLIPS RESERVOIRS BROOMHEAD RES. SCARBOROUGH WALDERSHELF UK 442 CORRESPONDENCE ON REMEDIAL WORKS IN CONNEXION form tunnel was the higher. There could be no doubt that the engineer was fa.ced...

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REMEDIAL WORKS IN CONNEXION WITH THE WALDERSHELF SLIP-BROOMHEAD RESERVOIR.

L BENDELOW

Journal of the Institution of Civil Engineers (1944) 22 (6): 95–106.

https://doi.org/10.1680/ijoti.1944.14044

Published: 01 April 1944

...L BENDELOW REMEDIAL WORKS RESERVOIRS SLIPS WATERWORKS INVESTIGATIONS LANDSLIPS HISTORY RUBBLE WALLS DRAINS DRAINAGE REINFORCED CONCRETE MEASUREMENT RAINFALL BOREHOLES WATER LEVELS WALDERSHELF SL. BROOMHEAD RES. EWDEN VALLEY UK LONDON PASSENGER TRANSPORT BOAIW...

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DISCUSSION OF 5233. CLIFF-STABILIZATION WORKS IN LONDON CLAY.

J DUVIVIER, SIR C D M HINDLEY, WENTWORTH SHEILDS, F E W SHEILDS, G ELLSON, SIR C KIRKPATRICK, R CARPMAEL, L F COOLING, S C LEWIS, T H SEATON, M F BARBEY, J M LACEY, H W HOLMES

Journal of the Institution of Civil Engineers (1940) 14 (8): 427–444.

https://doi.org/10.1680/ijoti.1940.14306

Published: 01 October 1940

...J DUVIVIER; SIR C D M HINDLEY; WENTWORTH SHEILDS; F E W SHEILDS; G ELLSON; SIR C KIRKPATRICK; R CARPMAEL; L F COOLING; S C LEWIS; T H SEATON; M F BARBEY; J M LACEY; H W HOLMES © Thomas Telford and ICE 1940 CLIFFS STABILISATION WORKS CLAYS LONDON CLAY DAMAGE LANDSLIPS SLIPS...

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CORRESPONDENCE ON 5233. CLIFF-STABILIZATION WORKS IN LONDON CLAY. (INCLUDES PLATES).

H J F GOURLEY, J DUVIVIER

Journal of the Institution of Civil Engineers (1940) 14 (8): 444–446.

https://doi.org/10.1680/ijoti.1940.14307

Published: 01 October 1940

...H J F GOURLEY; J DUVIVIER © Thomas Telford and ICE 1940 CLIFFS STABILISATION WORKS CLAYS LONDON CLAY SLIPS METHODS DRAINAGE SAND DRAINS SLOPES HERNE BAY KENT ENGLAND UK 444 DISCUSSION ON CLIFF-STABILIZATION WORKS IN LONDONCLAY. view of those cliffs...

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CORRESPONDENCE. THE PRINCIPLES OF RIVER TRAINING FOR RAILWAY BRIDGES, AND THEIR APPLICATION TO THE CASE OF THE HARDINGE BRIDGE OVER THE LOWER GANGES AT SARA.

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

Journal of the Institution of Civil Engineers (1939) 12 (8): 279–332.

https://doi.org/10.1680/ijoti.1939.14503

Published: 01 October 1939

...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...

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CORRESPONDENCE. ENGINEERING PROBLEMS ASSOCIATED WITH CLAY, WITH SPECIAL REFERENCE TO CLAY SLIPS.

T H SEATON, J M LACEY, A R POLLARD, E F SYKES, F L D WOOLTORTON

Journal of the Institution of Civil Engineers (1938) 9 (8): 523–527.

https://doi.org/10.1680/ijoti.1938.14603

Published: 01 October 1938

...T H SEATON; J M LACEY; A R POLLARD; E F SYKES; F L D WOOLTORTON CORRESPONDENCE ON PROBLEMS ASSOCIATED WITH CLAY. 523 Paper No. 5170. Engineering ProblemsAssociated with Clay, with Special Reference t o Clay Slips. f- By THOMAHS ARDMANSEATONM,. Inst. C.E. Correspondence. Mr. J. M. Lacey observed...

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ENGINEERING PROBLEMS ASSOCIATED WITH CLAY, WITH SPECIAL REFERENCE TO CLAY SLIPS.

T H SEATON

Journal of the Institution of Civil Engineers (1938) 8 (6): 457–474.

https://doi.org/10.1680/ijoti.1938.14634

Published: 01 April 1938

... of clay soils . . . . . . . . . . . . . 461 Road and railway construction on clay soils . . . . . . . . . 462 Treatment of clay slips . . . . . . . . . . . . . . . 464 Examples of slips . . . . . . . . . . . . . . . . 469 Acknowledgements . . . . . . . . . . . . . . . . 474 INTRODUCTION. CLAYS may...

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DISCUSSION. ENGINEERING PROBLEMS ASOCIATED WITH CLAY, WITH SPECIAL REFERENCE TO CLAY SLIPS.

T H SEATON, WENTWORTH SHEILDS, R E STRADLING, G ELLSON, H BERRIDGE, H CHATLEY, R CARPMAEL, J HILL, G P MANNING, A B SEARLE, E G WALKER

Journal of the Institution of Civil Engineers (1938) 8 (6): 475–498.

https://doi.org/10.1680/ijoti.1938.14635

Published: 01 April 1938

...T H SEATON; WENTWORTH SHEILDS; R E STRADLING; G ELLSON; H BERRIDGE; H CHATLEY; R CARPMAEL; J HILL; G P MANNING; A B SEARLE; E G WALKER © Thomas Telford and ICE 1938 ENGINEERING PROBLEMS CLAYS SLIPS EMBANKMENTS CUTTINGS CLIFFS EROSION COASTS SLIPPING STABILITY EARTH...

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DISCUSSION. THE SUBSIDENCE OF A ROCKFILL DAM AND THE REMEDIAL MEASURES EMPLOYED AT EILDON RESERVOIR, AUSTRALIA. (INCLUDES PLATES).

W J E BINNIE, E SANDEMAN, J WILLIAMSON, L F COOLING, G M BINNIE, W T HALCROW, W L LOWE BROWN, W L L BROWN, A L BELL, W A EVERSHED, SIR H JAPP

Journal of the Institution of Civil Engineers (1938) 8 (5): 192–208.

https://doi.org/10.1680/ijoti.1938.14642

Published: 01 March 1938

... CLAYS UPSTREAM RECONSTRUCTION THICKNESS SLIPS SHEAR EILDON AUSTRALIA 192 DISCUSSION ON SUBSIDENCE OF A ROCKFILL DAM AND Discussion. Mr. W. Binnie. Mr. W. J. E. BINNIEV, ice-President, remarked that the failure described in the Paper was one which might occur to the work of any...

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CORRESPONDENCE. THE RESTORATION OF THE BREACH IN THE RIGHT GUIDE BANK OF THE HARDINGE BRIDGE.

B L HARVEY, SIR R GALES, C C INGLIS, W O LEITCH, W A RADICE

Journal of the Institution of Civil Engineers (1937) 6 (8): 325–335.

https://doi.org/10.1680/ijoti.1937.14687

Published: 01 October 1937

...B L HARVEY; SIR R GALES; C C INGLIS; W O LEITCH; W A RADICE © Thomas Telford and ICE 1937 BREACHES RESTORATION GUIDEBANKS BRIDGES RIVERS SLIPS SCOUR TOES APRONS MODELS EXPERIMENTS MOLES BUNDS HARDINGE BRIDGE LOWER GANGES BANGLADESH INDIA ASIA CORRESPONDENCE...

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DISCUSSION. THE TREATMENT OF MUD-RUNS IN BOLIVIA.

R CARPMAEL, W L LOWE BROWN, G HEARN, C GRIBBLE, J WILLIAMSON, W L L BROWN

Journal of the Institution of Civil Engineers (1936) 1 (3): 457–464.

https://doi.org/10.1680/ijoti.1936.14882

Published: 01 January 1936

...R CARPMAEL; W L LOWE BROWN; G HEARN; C GRIBBLE; J WILLIAMSON; W L L BROWN © Thomas Telford and ICE 1936 TREATMENT RUNS MUD MUD RUNS RAILWAYS SLIPS LANDSLIDES DETRITUS FLOW RIVERS BOLIVIA SOUTH AMERICA MUD-RUNS IN BOLIVIA. 457 In the caseof paved channelsan attempt...

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THE TREATMENT OF MUD-RUNS IN BOLIVIA. (INCLUDES PHOTOGRAPHS AND APPENDICES).

S W F MORUM

Journal of the Institution of Civil Engineers (1936) 1 (3): 426–457.

https://doi.org/10.1680/ijoti.1936.14881

Published: 01 January 1936

...S W F MORUM © Thomas Telford and ICE 1936 TREATMENT RUNS MUD MUD RUNS RAINFALL METHODS RAILWAYS ECONOMICS DESIGN CROSSWALLS DAMS CHANNELS DIVERSION MAZAMORRA EARTH EFFECT LOCATION WALLS VALLEYS DEVIATION COSTS MOUNTAINS SLOPES SLIPS LANDSLIDES DETRITUS FLOW...

View article titled, THE TREATMENT OF MUD-RUNS IN BOLIVIA. (INCLUDES PHOTOGRAPHS AND APPENDICES).

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CORRESPONDENCE. THE TREATMENT OF MUD-RUNS IN BOLIVIA.

S W F MORUM, S BLENCOWE, F LAVIS, R F LEGGET

Journal of the Institution of Civil Engineers (1936) 1 (3): 564–567.

https://doi.org/10.1680/ijoti.1936.14895

Published: 01 January 1936

...S W F MORUM; S BLENCOWE; F LAVIS; R F LEGGET © Thomas Telford and ICE 1936 MUD RUNS TREATMENT RUNS MUD RAILWAYS SLIPS LANDSLIDES GEOLOGY LOCATION MOUNTAINS MAZAMORRA BOLIVIA SOUTH AMERICA 564* CORRESPONDENCEON ENERGY-OUTPUT OF THE COAL-MINER. Mr. Homersham. Sir John...

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CORRESPONDENCE. A SLIP IN THE WEST BANK OF THE EAU BRINK CUT.

A SLIP IN THE WEST BANK OF THE EAU BRINK CUT.

CORRESPONDENCE. REMEDIAL WORKS IN CONNEXION WITH THE WALDERSHELF SLIP-BROOMHEAD RESERVOIR.

REMEDIAL WORKS IN CONNEXION WITH THE WALDERSHELF SLIP-BROOMHEAD RESERVOIR.

DISCUSSION OF 5233. CLIFF-STABILIZATION WORKS IN LONDON CLAY.

CORRESPONDENCE ON 5233. CLIFF-STABILIZATION WORKS IN LONDON CLAY. (INCLUDES PLATES).

CORRESPONDENCE. THE PRINCIPLES OF RIVER TRAINING FOR RAILWAY BRIDGES, AND THEIR APPLICATION TO THE CASE OF THE HARDINGE BRIDGE OVER THE LOWER GANGES AT SARA.

CORRESPONDENCE. ENGINEERING PROBLEMS ASSOCIATED WITH CLAY, WITH SPECIAL REFERENCE TO CLAY SLIPS.

ENGINEERING PROBLEMS ASSOCIATED WITH CLAY, WITH SPECIAL REFERENCE TO CLAY SLIPS.

DISCUSSION. ENGINEERING PROBLEMS ASOCIATED WITH CLAY, WITH SPECIAL REFERENCE TO CLAY SLIPS.

DISCUSSION. THE SUBSIDENCE OF A ROCKFILL DAM AND THE REMEDIAL MEASURES EMPLOYED AT EILDON RESERVOIR, AUSTRALIA. (INCLUDES PLATES).

CORRESPONDENCE. THE RESTORATION OF THE BREACH IN THE RIGHT GUIDE BANK OF THE HARDINGE BRIDGE.

DISCUSSION. THE TREATMENT OF MUD-RUNS IN BOLIVIA.

THE TREATMENT OF MUD-RUNS IN BOLIVIA. (INCLUDES PHOTOGRAPHS AND APPENDICES).

CORRESPONDENCE. THE TREATMENT OF MUD-RUNS IN BOLIVIA.

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