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CORRESPONDENCE. THE MOVEMENT OF WATER IN THE MIDDLE AND LOWER CHALK OF THE RIVER DOUR CATCHMENT.

D H B REYNOLDS, F H EDMUNDS, H WALLHOUSE

Journal of the Institution of Civil Engineers (1948) 30 (8): 393–397.

https://doi.org/10.1680/ijoti.1948.13392

Published: 01 October 1948

View article titled, CORRESPONDENCE. THE MOVEMENT OF WATER IN THE MIDDLE AND LOWER CHALK OF THE RIVER DOUR CATCHMENT.

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Journal Articles

THE MOVEMENT OF WATER IN THE MIDDLE AND LOWER CHALK OF THE RIVER DOUR CATCHMENT. (INCLUDES APPENDICES AND PLATES).

D H B REYNOLDS

Journal of the Institution of Civil Engineers (1947) 29 (2): 73–108.

https://doi.org/10.1680/ijoti.1947.13540

Published: 01 December 1947

View article titled, THE MOVEMENT OF WATER IN THE MIDDLE AND LOWER CHALK OF THE RIVER DOUR CATCHMENT. (INCLUDES APPENDICES AND PLATES).

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Journal Articles

CORRESPONDENCE. THE PLASTIC THEORIES FOR THE ULTIMATE STRENGTH OF REINFORCED CONCRETE BEAMS.

R H EVANS, P W ABELES, K HAJNAL KONYI, C E REYNOLDS, R H SQUIRE

Journal of the Institution of Civil Engineers (1944) 22 (8): 383–398.

https://doi.org/10.1680/ijoti.1944.14071

Published: 01 October 1944

View article titled, CORRESPONDENCE. THE PLASTIC THEORIES FOR THE ULTIMATE STRENGTH OF REINFORCED CONCRETE BEAMS.

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Journal Articles

CORRESPONDENCE. HIGH-YIELD-STRESS STEEL AS COLUMN AND BEAM REINFORCEMENT.

C E REYNOLDS, C V BLUMFIELD, J CUEREL, K HAJNAL KONYI

Journal of the Institution of Civil Engineers (1944) 22 (8): 417–424.

https://doi.org/10.1680/ijoti.1944.14075

Published: 01 October 1944

View article titled, CORRESPONDENCE. HIGH-YIELD-STRESS STEEL AS COLUMN AND BEAM REINFORCEMENT.

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Journal Articles

CORRESPONDENCE. THE DESIGN OF WHARVES ON SOFT GROUND.

H D MORGAN, W H CADWELL, D H LITTLE, C E REYNOLDS, G WILSON

Journal of the Institution of Civil Engineers (1944) 22 (8): 424–430.

https://doi.org/10.1680/ijoti.1944.14077

Published: 01 October 1944

View article titled, CORRESPONDENCE. THE DESIGN OF WHARVES ON SOFT GROUND.

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Journal Articles

CORRESPONDENCE. THE MOMENT DISTRIBUTION METHOD.

C E REYNOLDS, J A TODD, A E SEDDON

Journal of the Institution of Civil Engineers (1944) 22 (8): 431–433.

https://doi.org/10.1680/ijoti.1944.14078

Published: 01 October 1944

View article titled, CORRESPONDENCE. THE MOMENT DISTRIBUTION METHOD.

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Journal Articles

HIGH-YIELD-STRESS STEEL AS COLUMN AND BEAM REINFORCEMENT.

C E REYNOLDS

Journal of the Institution of Civil Engineers (1944) 21 (4): 227–250.

https://doi.org/10.1680/ijoti.1944.13981

Published: 01 February 1944

View article titled, HIGH-YIELD-STRESS STEEL AS COLUMN AND BEAM REINFORCEMENT.

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Journal Articles

DISCUSSION. FURTHER DATA CONCERNING PRE-STRESSED CONCRETE : COMPARISON BETWEEN CALCULATED STRESSES AND STRESSES REGISTERED DURING TEST.

W J E BINNIE, T P FRANK, O FABER, C S CHETTOE, E ANDREWS, E C SMITH, J CUEREL, C E REYNOLDS, E PROBST

Journal of the Institution of Civil Engineers (1941) 16 (6): 115–136.

https://doi.org/10.1680/ijoti.1941.13648

Published: 01 April 1941

View article titled, DISCUSSION. FURTHER DATA CONCERNING PRE-STRESSED CONCRETE : COMPARISON BETWEEN CALCULATED STRESSES AND STRESSES REGISTERED DURING TEST.

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Journal Articles

THE 42ND JAMES FORREST LECTURE 1936. MODERN DEVELOPMENTS IN THE DESIGN OF AEROPLANES.

E F RELF, J FORREST, REYNOLDS

Journal of the Institution of Civil Engineers (1936) 3 (8): 523–566.

https://doi.org/10.1680/ijoti.1936.14815

Published: 01 October 1936

View article titled, THE 42ND JAMES FORREST LECTURE 1936. MODERN DEVELOPMENTS IN THE DESIGN OF AEROPLANES.

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CORRESPONDENCE. THE MOVEMENT OF WATER IN THE MIDDLE AND LOWER CHALK OF THE RIVER DOUR CATCHMENT.

THE MOVEMENT OF WATER IN THE MIDDLE AND LOWER CHALK OF THE RIVER DOUR CATCHMENT. (INCLUDES APPENDICES AND PLATES).

CORRESPONDENCE. THE PLASTIC THEORIES FOR THE ULTIMATE STRENGTH OF REINFORCED CONCRETE BEAMS.

CORRESPONDENCE. HIGH-YIELD-STRESS STEEL AS COLUMN AND BEAM REINFORCEMENT.

CORRESPONDENCE. THE DESIGN OF WHARVES ON SOFT GROUND.

CORRESPONDENCE. THE MOMENT DISTRIBUTION METHOD.

HIGH-YIELD-STRESS STEEL AS COLUMN AND BEAM REINFORCEMENT.

DISCUSSION. FURTHER DATA CONCERNING PRE-STRESSED CONCRETE : COMPARISON BETWEEN CALCULATED STRESSES AND STRESSES REGISTERED DURING TEST.

THE 42ND JAMES FORREST LECTURE 1936. MODERN DEVELOPMENTS IN THE DESIGN OF AEROPLANES.

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