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Journal Articles

DISCUSSION. REINFORCED EARTH TRIAL STRUCTURE FOR DEWSBURY RING ROAD.

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C J F P JONES, J B CRIPWELL, D I BUSH, D A FERNANDO
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1991) 90 (2): 503–505.
https://doi.org/10.1680/iicep.1991.14041
Published: 01 April 1991
View article titled, DISCUSSION. REINFORCED EARTH TRIAL STRUCTURE FOR DEWSBURY RING ROAD.
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Journal Articles

TECHNICAL NOTE. INVESTIGATIONS OF THE ENGINEERING PROPERTIES OF OPC/PULVERISED FUEL AS -H CONCRETE: STRENGTH DEVELOPMENT AND MATURITY.

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RK DHIR, JGL MUNDAY, LT ONG
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1984) 77 (2): 239–254.
https://doi.org/10.1680/iicep.1984.1243
Published: 01 June 1984
View article titled, TECHNICAL NOTE. INVESTIGATIONS OF THE ENGINEERING PROPERTIES OF OPC/PULVERISED FUEL AS -H CONCRETE: STRENGTH DEVELOPMENT AND MATURITY.
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Journal Articles

EVALUATION OF THE WINDSOR PROBE TEST TO ASSESS IN SITU CONCRETE STRENGTH.

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RN SWAMY, AHMS ALHAMED, WINDSOR
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1984) 77 (2): 167–194.
https://doi.org/10.1680/iicep.1984.1240
Published: 01 June 1984
View article titled, EVALUATION OF THE WINDSOR PROBE TEST TO ASSESS IN SITU CONCRETE STRENGTH.
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Journal Articles

THE ELASTIC PROPERTIES OF STRUCTURAL LIGHTWEIGHT CONCRETE.

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RN SWAMY, AK BANDYOPADHYAY, POISSON, CP 110
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1975) 59 (3): 381–394.
https://doi.org/10.1680/iicep.1975.3671
Published: 01 September 1975
... I 3 7 10 20 30 50 I00 300 540 Age :days Fig. 3. Typicalvariation of staticmodulus of expandedslate structural lightweight concrete with age and curing condition -X 20 Storage: moist room l4I I 3 7 10 20 30 50 I00 300 540 Age :days Fig. 4. Influence of age and curing condition on the dynamic modulus...
View article titled, THE ELASTIC PROPERTIES OF STRUCTURAL LIGHTWEIGHT CONCRETE.
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Journal Articles

LOSSES IN TRANSMISSION LENGTH AND PRESTRESS IN HIGH ALUMINA CEMENT CONCRETE.

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RN SWAMY, KL ANAND, CP 110
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1975) 59 (2): 293–307.
https://doi.org/10.1680/iicep.1975.3741
Published: 01 June 1975
View article titled, LOSSES IN TRANSMISSION LENGTH AND PRESTRESS IN HIGH ALUMINA CEMENT CONCRETE.
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Journal Articles

DISCUSSION. FACTORS GOVERNING THE CHOICE BETWEEN REPAIRING, STRENGTHENING, AND RECONSTRUCTING RAILWAY GIRDER BRIDGES.

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P S A BERRIDGE, F R L BARNWELL, W E GELSON, F TURTON, A H JENKINS, T HENRY TURNER, L E HAWKINS, T R GURNEY, E E POOL, T P O SULLIVAN, J K BUCKNALL, J C LUCAS, S TURLEY, WEBB, M SAS SKOWRONSKI, BRAMALL
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1964) 28 (4): 570–598.
https://doi.org/10.1680/iicep.1964.10021
Published: 01 August 1964
View article titled, DISCUSSION. FACTORS GOVERNING THE CHOICE BETWEEN REPAIRING, STRENGTHENING, AND RECONSTRUCTING RAILWAY GIRDER BRIDGES.
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Journal Articles

EFFECTS OF USE ON THE HYDRAULIC RESISTANCE OF DRAINAGE CONDUITS.

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P ACKERS, M J CRICKMORE, M J HOLMES, HRS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1964) 28 (3): 339–360.
https://doi.org/10.1680/iicep.1964.10088
Published: 01 July 1964
View article titled, EFFECTS OF USE ON THE HYDRAULIC RESISTANCE OF DRAINAGE CONDUITS.
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Journal Articles

IMPACT STRENGTH OF CONCRETE.

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H GREEN, BRS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1964) 28 (3): 383–396.
https://doi.org/10.1680/iicep.1964.10090
Published: 01 July 1964
... : RELATIONSHBEITPWEEN COMPRESSIVE STRENGTH AND NUMBER OF BLOWS TO NO-REBOUND FORCONCRETESMADE WITH DIFFERENT AGGREGATES AND ORDINARY PORTLAND CEMENT GREEN ON IMPACT STRENGTH OF CONCRETE 391 compressive strength of the concrete. It maybeseen that, for each type of aggregate and each condition of storage, the impact...
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Journal Articles

EXTRACTS. AN INVESTIGATION OF THE CRUSHING STRENGTHS OF CONCRETE MADE WITH THREE DIFFERENT CEMENTS IN NIGERIA.

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L W ACKROYD, F G RHODES
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1964) 27 (2): 325–340.
https://doi.org/10.1680/iicep.1964.10300
Published: 01 February 1964
View article titled, EXTRACTS. AN INVESTIGATION OF THE CRUSHING STRENGTHS OF CONCRETE MADE WITH THREE DIFFERENT CEMENTS IN NIGERIA.
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Journal Articles

CORRESPONDENCE. A REVIEW OF PIPE-FRICTION DATA AND FORMULAE, WITH A PROPOSED SET OF EXPONENTIAL FORMULAE BASED ON THE THEORY OF ROUGHNESS.

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P A LAMONT, J S BLAIR, S T BONNINGTON, A B TIFFEN, C F COLEBROOK
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1954) 3 (6): 928–939.
https://doi.org/10.1680/ipeds.1954.12624
Published: 01 November 1954
View article titled, CORRESPONDENCE. A REVIEW OF PIPE-FRICTION DATA AND FORMULAE, WITH A PROPOSED SET OF EXPONENTIAL FORMULAE BASED ON THE THEORY OF ROUGHNESS.
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Journal Articles

CORRESPONDENCE. THE PREDICTION OF VENTURI-METER COEFFICIENTS AND THEIR VARIATION WITH ROUGHNESS AND AGE.

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S P HUTTON, F V A ENGEL
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1954) 3 (6): 922–927.
https://doi.org/10.1680/ipeds.1954.12623
Published: 01 November 1954
View article titled, CORRESPONDENCE. THE PREDICTION OF VENTURI-METER COEFFICIENTS AND THEIR VARIATION WITH ROUGHNESS AND AGE.
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Journal Articles

THE PREDICTION OF VENTURI-METER COEFFICIENTS AND THEIR VARIATION WITH ROUGHNESS AND AGE.

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S P HUTTON
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1954) 3 (2): 216–241.
https://doi.org/10.1680/ipeds.1954.12558
Published: 01 March 1954
View article titled, THE PREDICTION OF VENTURI-METER COEFFICIENTS AND THEIR VARIATION WITH ROUGHNESS AND AGE.
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