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THE PRESSURE ON RETAINING WALLS. (INCLUDES APPENDICES).

C F JENKIN, BRS

Minutes of the Proceedings of the Institution of Civil Engineers (1932) 234 (1932): 103–154.

https://doi.org/10.1680/imotp.1932.13306

Published: 01 January 1932

...C F JENKIN; BRS © Thomas Telford and ICE 1932 BUILDING RESEARCH STATION BRS PRESSURE RETAINING WALLS EXPERIMENTS APPARATUS SAND WEDGES THEORY CALCULATIONS FORCES CYCLES PLANE HEIGHT ESTIMATES BATTERED STEPPED RUPTURES UNDERWATER REACTIONS MATERIALS TESTS 23...

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CORRESPONDENCE. THE PRESSURE ON RETAINING WALLS.

E P ANDERSON, J D CORMACK, T E N FARGHER, A L HIGGINS, D P KRYNINE, G P MANNING, L RAVIER, R G ROBERTSON, R V SOUTHWELL, T H P VEAL, E G WALKER, C F JENKIN

Minutes of the Proceedings of the Institution of Civil Engineers (1932) 234 (1932): 195–223.

https://doi.org/10.1680/imotp.1932.13308

Published: 01 January 1932

... RUPTURES SAND SHEARING MOVEMENT SURFACES WEDGES THEORY EARTH TESTS FORCES SCALE EFFECT MODELS CYCLES VARIATIONS GRANULAR Proceedings.] ON RETAlNING-WALLS, 195 Correspondence. Lieut.-Col. E. P. ANDERSONremarked that further co&rmatoryLient.-fil. experiments on the largest possible scale...

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DISCUSSION. THE PRESSURE ON RETAINING WALLS. (INCLUDES PHOTOGRAPHS).

C F JENKIN, WENTWORTH SHEILDS, F E W SHEILDS, J S WILSON, W J E BINNIE, O FABER, W L LOWE BROWN, W L L BROWN, R N STROYER, M K RICE OXLEY, M K R OXLEY, H G LLOYD, C T GARDNER, A C VIVIAN, P J COWAN, I

Minutes of the Proceedings of the Institution of Civil Engineers (1932) 234 (1932): 155–194.

https://doi.org/10.1680/imotp.1932.13307

Published: 01 January 1932

... MATERIALS RUPTURES FORCES SAND WEDGES PLANE FILL LAYERS MOVEMENT EXPERIMENTS IDEALISED LEIGHTON BUZZARD HORIZONTAL STABILITY COHESIVE THEORY MOTION CONTINUOUS WHITE STAR DOCK SOUTHAMPTON LEIGHTON BUZZARD UK © Thomas Telford and ICE 1932 Proceedings.] DISCUSSION...

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DISCUSSION. THE AUGMENTATION OF THE SUPPLY OF WATER TO THE CITY OF CAPETOWN, SOUTH AFRICA. THE CONSTRUCTION, TESTING AND STRENGTHENING OF A PRESSURE TUNNEL FOR THE WATER SUPPLY OF SYDNEY, NSW. PAPERS 4833 & 4822.

H P HILL, A E SNAPE, SIR A GIBB, H J F GOURLEY, J S ALFORD, W L LOWE BROWN, W L L BROWN, H W S HUSBANDS, H R LILLIE, A L FIELDING, D E LLOYD DAVIES, D E L DAVIES, G HASKINS

Minutes of the Proceedings of the Institution of Civil Engineers (1932) 234 (1932): 50–73.

https://doi.org/10.1680/imotp.1932.13298

Published: 01 January 1932

... on that section had been 420 feet, and the minimum depth of cover of solid granite 270 feet ; yet the lining had ruptured and it had been necessary to relocate 900 feet at the river end a t a lower level. It was true that therock in the vicinityof that crossing had been considered to be in a state of strain...

View article titled, DISCUSSION. THE AUGMENTATION OF THE SUPPLY OF WATER TO THE CITY OF CAPETOWN, SOUTH AFRICA. THE CONSTRUCTION, TESTING AND STRENGTHENING OF A PRESSURE TUNNEL FOR THE WATER SUPPLY OF SYDNEY, NSW. PAPERS 4833 & 4822.

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Journal Articles

THE LATERAL PRESSURE AND RESISTANCE OF CLAY AND THE SUPPORTING POWER OF CLAY FOUNDATIONS.

A L BELL

Minutes of the Proceedings of the Institution of Civil Engineers (1915) 199 (1915): 233–272.

https://doi.org/10.1680/imotp.1915.16217

Published: 01 January 1915

...A L BELL © Thomas Telford and ICE 1915 NAVY LATERAL PRESSURE RESISTANCE CLAYS SUPPORTING POWER FOUNDATIONS ESTIMATING DESIGN STABILITY EARTH THEORY FAILURES TESTS CYLINDERS SHEARING FORMULAE STRESS RUPTURES WALLS ACTIVE MONOLITHS INVESTIGATIONS POSITIONS PLANE...

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EXPERIMENTS ON THE STRENGTH OF CEMENT CONCRETE. (ABRIDGED).

A F BRUCE

Minutes of the Proceedings of the Institution of Civil Engineers (1894) 118 (1894): 388–391.

https://doi.org/10.1680/imotp.1894.19904

Published: 01 January 1894

...A F BRUCE 388 BRUCE ON CEMENT CONCRETE. [Sclected (Paper No. 280 2.) (Abridged.) "Experiment8 on the Strength of Cement Concrete." By ALEXANDFERAIRLBIERUCEM, . Inst. C.E. Ix this Paper the Author gives the results of experiments carried out to ascertain the modulus of rupture of concrete bars...

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Journal Articles

ON REPAIRING THE CABLES OF THE ALLEGHENY SUSPENSION BRIDGE AT PITTSBURGH, PA., USA.

F COLLINGWOOD

Minutes of the Proceedings of the Institution of Civil Engineers (1884) 76 (1884): 334–345.

https://doi.org/10.1680/imotp.1884.21658

Published: 01 January 1884

...F COLLINGWOOD © Thomas Telford and ICE 1884 REPAIRING CABLES SUSPENSION BRIDGES REPAIRS RIVERS STRANDS MASONRY WIRE CORROSION RUST DAMAGE LOADS STRAIN SPLICING SPLICES RUPTURES PITTSBURGH ALLEGHENY PENNSYLVANIA UNITED STATES USA 334 COLLINGWOODON REPAIRING...

View article titled, ON REPAIRING THE CABLES OF THE ALLEGHENY SUSPENSION BRIDGE AT PITTSBURGH, PA., USA.

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CORRESPONDENCE ON THE INFLUENCE OF HEAT ON IRON AND STEEL.

W ANDERSON, D CHERNOFF, H CARLILE, H D FURNESS, W M CUNINGHAM, J HOPKINSON, J P JOULE, W J MILLAR, T B LIGHTFOOT, J PARFITT, J PATERSON, C PIHL, C P SANDBERG, C SCHREIBER, J M WILSON, T WRIGHTSON

Minutes of the Proceedings of the Institution of Civil Engineers (1880) 60 (1880): 219–246.

https://doi.org/10.1680/imotp.1880.22060

Published: 01 January 1880

... BRITTLE PHOSPHOROUS FROST RAILS FRACTURE WINTER RAILWAYS RUPTURES STRENGTH BARS CLIMATE WHEELS STRAIN RUSSIA Froceedings.] HEAT ON IRON AND STEEL. 219 the factor of safety would be a misnomer. He was strongly of Air. Webster I opinion that thefactors of safety adopted...

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Journal Articles

ON THE STRENGTH AND ELASTICITY OF MATERIALS.

W J MILLAR

Minutes of the Proceedings of the Institution of Civil Engineers (1879) 58 (1879): 222–226.

https://doi.org/10.1680/imotp.1879.22174

Published: 01 January 1879

...W J MILLAR © Thomas Telford and ICE 1879 INSTITUTION OF ENGINEERS & SHIPBUILDERS IN SCOTLAND MATERIALS STRENGTH ELASTICITY EXPERIMENTS CAST IRON BARS RUPTURES FRACTURE DEFLECTION 222 OTHERSELECTED PAPERS. SECT1.1.-OTHER SELECTED PAPERS. No. 1,626...

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Journal Articles

ON THE PRESENT STATE OF KNOWLEDGE AS TO THE STRENGTH AND RESISTANCE OF MATERIALS.

J GAUDARD

Minutes of the Proceedings of the Institution of Civil Engineers (1869) 28 (1869): 536–571.

https://doi.org/10.1680/imotp.1869.23104

Published: 01 January 1869

...J GAUDARD MATERIALS STRENGTH RESISTANCE PROPERTIES EXTENSIONS MOLECULAR MECHANICS RESISTANCE COMPRESSION SLIDING TEXTURE BODIES LIMITS SAFETY TORSION CYLINDERS FLEXURE MOMENTS BENDING CONTINUOUS BEAMS RUPTURES FORMULAE COMPOUND DEFORMATION ST VENANT EQUATIONS...

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ON THE MAINTENANCE AND DURABILITY OF SUBMARINE CABLES IN SHALLOW WATERS. (INCLUDES PLATE).

W H PREECE

Minutes of the Proceedings of the Institution of Civil Engineers (1861) 20 (1861): 26–48.

https://doi.org/10.1680/imotp.1861.23438

Published: 01 January 1861

...W H PREECE © Thomas Telford and ICE 1861 CABLES SUBMARINE MAINTENANCE DURABILITY SHALLOW WATER UNDERWATER TELEGRAPHY TELEGRAPHS SEA WIRE GUTTA PERCHA ACCIDENTS COMMUNICATIONS TELECOMMUNICATIONS COVERING COATINGS FRACTURE REPAIRS RUPTURES TESTING TESTS RESISTANCE...

View article titled, ON THE MAINTENANCE AND DURABILITY OF SUBMARINE CABLES IN SHALLOW WATERS. (INCLUDES PLATE).

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DISCUSSION. ON THE COEFFICIENTS Te AND Tr, OF ELASTICITY AND OF RUPTURE IN WROUGHT-IRON; IN RELATION TO THE VOLUME OF THE METALLIC MASS, AND ITS METALLURGIC TREATMENT AND THE AXIAL DIRECTION OF ITS CONSTITUENT CRYSTALS.

J LOCKE, T HOWARD, W CLAY, BRAMWELL, H MAUDSLAY, MAY, C H GREGORY, HOBBS, HEMANS, W E NEWTON, R MALLET

Minutes of the Proceedings of the Institution of Civil Engineers (1859) 18 (1859): 331–347.

https://doi.org/10.1680/imotp.1859.23679

Published: 01 January 1859

...J LOCKE; T HOWARD; W CLAY; BRAMWELL; H MAUDSLAY; MAY; C H GREGORY; HOBBS; HEMANS; W E NEWTON; R MALLET © Thomas Telford and ICE 1859 COEFFICIENTS ELASTICITY IRON WROUGHT FORGING STRENGTH TENSILE STRAIN STEEL PUDDLED ACCIDENTS FAILURES SCREWS SHAFTS RUPTURES METALS...

View article titled, DISCUSSION. ON THE COEFFICIENTS Te AND Tr, OF ELASTICITY AND OF RUPTURE IN WROUGHT-IRON; IN RELATION TO THE VOLUME OF THE METALLIC MASS, AND ITS METALLURGIC TREATMENT AND THE AXIAL DIRECTION OF ITS CONSTITUENT CRYSTALS.

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Journal Articles

ON THE COEFFICIENTS Te AND Tr, OF ELASTICITY AND OF RUPTURE IN WROUGHT-IRON; IN RELATION TO THE VOLUME OF THE METALLIC MASS, ITS METALLURGIC TREATMENT, AND THE AXIAL DIRECTION OF ITS CONSTITUENT CRYSTALS (INCLUDING APPENDIX).

R MALLET

Minutes of the Proceedings of the Institution of Civil Engineers (1859) 18 (1859): 296–330.

https://doi.org/10.1680/imotp.1859.23678

Published: 01 January 1859

...R MALLET © Thomas Telford and ICE 1859 COEFFICIENTS ELASTICITY RUPTURES WROUGHT IRON MASS METALLURGY TREATMENT CRYSTALS BARS SLABS FORGING TESTS STRAIN MACHINES MACHINERY COMPRESSION STRENGTH RESISTANCE TENSION STEEL PUDDLED METALS FRICTION EXPERIMENTS...

View article titled, ON THE COEFFICIENTS Te AND Tr, OF ELASTICITY AND OF RUPTURE IN WROUGHT-IRON; IN RELATION TO THE VOLUME OF THE METALLIC MASS, ITS METALLURGIC TREATMENT, AND THE AXIAL DIRECTION OF ITS CONSTITUENT CRYSTALS (INCLUDING APPENDIX).

Add to Citation Manager for ON THE COEFFICIENTS Te AND Tr, OF ELASTICITY AND OF RUPTURE IN WROUGHT-IRON; IN RELATION TO THE VOLUME OF THE METALLIC MASS, ITS METALLURGIC TREATMENT, AND THE AXIAL DIRECTION OF ITS CONSTITUENT CRYSTALS (INCLUDING APPENDIX).

Journal Articles

ON THE LAWS OF THE STRENGTH OF WROUGHT AND CAST IRON.

W BELL

Minutes of the Proceedings of the Institution of Civil Engineers (1857) 16 (1857): 65–75.

https://doi.org/10.1680/imotp.1857.23789

Published: 01 January 1857

...W BELL © Thomas Telford and ICE 1857 IRON STRENGTH LAWS WROUGHT CAST METALS LONGITUDINAL TENSION COMPRESSION FORCES EXPERIMENTS TENSILE BEAMS RUPTURES FRACTURE December 9, 1856. G W R G E P. BIDDER, Vice-President, in the Chair. NO.945 On the Laws of the Strength...

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DISCUSSION. THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION.

W CUBITT, T SOPWITH, I K BRUNEL, W H BARLOW, A PELLATT, W S INMAN, R STEPHENSON, G P BIDDER, G SNELL

Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 172–182.

https://doi.org/10.1680/imotp.1846.24302

Published: 01 January 1846

... RESISTANCE RUPTURES JOINTS THICKNESS FORCES INTRADOS 172 BARLOW ON ARCHES. brought too neartheextremities of the voussoirs ; andinbrick arches,particularly those turnedinseparaterings, a muchgreater latitudemust be allowed. It mustbe evident, however, thatitis desirable to formbrickarchesasmuchas...

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ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

G SNELL

Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 439–464.

https://doi.org/10.1680/imotp.1846.24330

Published: 01 January 1846

...G SNELL © Thomas Telford and ICE 1846 ARCHES STABILITY PRESSURE METHODS CALCULATING FORMS SECTIONS DEPTH VOUSSOIRS INTRADOS EXTRADOS CROWNS BLOCKS MATERIALS SUPERSTRUCTURES STRENGTH FORCES STONE MASONRY JOINTS RUPTURES FAILURES RESISTANCE LINES VAULTS STABILITY...

View article titled, ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

Add to Citation Manager for ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

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THE PRESSURE ON RETAINING WALLS. (INCLUDES APPENDICES).

CORRESPONDENCE. THE PRESSURE ON RETAINING WALLS.

DISCUSSION. THE PRESSURE ON RETAINING WALLS. (INCLUDES PHOTOGRAPHS).

DISCUSSION. THE AUGMENTATION OF THE SUPPLY OF WATER TO THE CITY OF CAPETOWN, SOUTH AFRICA. THE CONSTRUCTION, TESTING AND STRENGTHENING OF A PRESSURE TUNNEL FOR THE WATER SUPPLY OF SYDNEY, NSW. PAPERS 4833 & 4822.

THE LATERAL PRESSURE AND RESISTANCE OF CLAY AND THE SUPPORTING POWER OF CLAY FOUNDATIONS.

EXPERIMENTS ON THE STRENGTH OF CEMENT CONCRETE. (ABRIDGED).

ON REPAIRING THE CABLES OF THE ALLEGHENY SUSPENSION BRIDGE AT PITTSBURGH, PA., USA.

CORRESPONDENCE ON THE INFLUENCE OF HEAT ON IRON AND STEEL.

ON THE STRENGTH AND ELASTICITY OF MATERIALS.

ON THE PRESENT STATE OF KNOWLEDGE AS TO THE STRENGTH AND RESISTANCE OF MATERIALS.

ON THE MAINTENANCE AND DURABILITY OF SUBMARINE CABLES IN SHALLOW WATERS. (INCLUDES PLATE).

DISCUSSION. ON THE COEFFICIENTS Te AND Tr, OF ELASTICITY AND OF RUPTURE IN WROUGHT-IRON; IN RELATION TO THE VOLUME OF THE METALLIC MASS, AND ITS METALLURGIC TREATMENT AND THE AXIAL DIRECTION OF ITS CONSTITUENT CRYSTALS.

ON THE COEFFICIENTS Te AND Tr, OF ELASTICITY AND OF RUPTURE IN WROUGHT-IRON; IN RELATION TO THE VOLUME OF THE METALLIC MASS, ITS METALLURGIC TREATMENT, AND THE AXIAL DIRECTION OF ITS CONSTITUENT CRYSTALS (INCLUDING APPENDIX).

ON THE LAWS OF THE STRENGTH OF WROUGHT AND CAST IRON.

DISCUSSION. THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION.

ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

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