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1-9 of 9
Keywords: ENLARGEMENT
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Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 59 (3): 569–570.
Published: 01 September 1975
...LE DE M MAGALHAES; P MINTON; JJ SHARP © Thomas Telford and ICE 1975 NEWFOUNDLAND MEMORIAL UNIVERSITY DESIGN ENLARGEMENT FLOW THREE DIMENSIONAL HYDRAULIC SUDDEN GEOMETRY JUMP CHANNELS TRAPEZOIDAL Proc. Instn Ciu. Engrs, Part 2, 1975, 59. Sept., 569-570 TN 102 DISCUSSION...
Journal Articles
TECHNICAL NOTE. DESIGN IMPLICATIONS OF HYDRAULIC JUMPS AT SUDDEN ENLARGEMENTS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1975) 59 (1): 169–174.
Published: 01 March 1975
...L E DE MAGALHAES; P MINTON DESIGN SUDDEN MODELS FORMATION FLOW HYDRAULIC ENLARGEMENT STUDIES JUNCTIONS GEOMETRY JUMP LABORATORIES MODELLING CHANNELS DOWNSTREAM LOURENCO MARQUES UNIVERSITY IMPERIAL COLLEGE © Thomas Telford and ICE 1975 Proc. Instn Ciu. Engrs, Part 2...
Journal Articles
GRAVING DOCK AT SCARAMANGA, GREECE.
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Proceedings of the Institution of Civil Engineers (1972) 52 (3): 269–290.
Published: 01 November 1972
...G P MARTIN; K D IRVINE T F BURNS ROYAL NETHERLANDS HARBOUR WORKS CO DOCKS CONSTRUCTION DREDGING LEAKAGE INTRUSION DESIGN CAISSONS GATES GRAVING TANKERS CONTRACTS REMEDIAL GRAVITY GROUTED REVISION PLACING DRY UNDERWATER METHODS WORKS FLOORS CONCRETE ENLARGEMENT...
Journal Articles
PORT TALBOT HARBOUR: PLANNING AND DESIGN.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1970) 45 (4): 561–592.
Published: 01 April 1970
... other types of traffic but of allowing for future deepening to take orecarriers of even larger sizes, up to 150 000-175 000 dwt. 2. A short sketch of the history of the project will show how the need for such a tremendous enlargement of capacity arose, and how it continued to increase after the decision...
Journal Articles
STANDARDS FOR LOWLAND DRAINAGE AND FLOOD ALLEVIATION AND DRAINAGE OF PEAT LANDS, WITH SPECIAL REFERENCE TO THE CROSSENS SCHEME.
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Proceedings of the Institution of Civil Engineers (1963) 24 (2): 177–206.
Published: 01 February 1963
...PRUS CHACINSKI; T M; W B HARRIS UK CH DOBBIE STANDARDS LOWLAND DRAINAGE FLOODS ALLEVIATION PEAT LAND PROBLEMS PUMPING STATIONS CHANNELS WATERCOURSES ENLARGEMENT BRIDGES CULVERTS RECONSTRUCTION THRUST BORING AGRICULTURE CROPS WATER TABLE LEVELS SHRINKAGE WORKS...
Journal Articles
ST LAWRENCE POWER PROJECT-HYDRAULIC FEATURES.
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Proceedings of the Institution of Civil Engineers (1961) 18 (4): 401–422.
Published: 01 April 1961
... SEICHES TREATIES ENLARGEMENT CONSTRUCTION ST LAWRENCE LAKE ONTARIO CANADA NORTH AMERICA Paper No. 6523 ST LAWRENCE POWERPROJECT-HYDRAULIC FEATURES bY Otto Holden, D.Eng., B.A.Sc., M.T.C.E. Formerly Chief Engineer, The Hydro-Electric PowerCommission of Ontario For discussion...
Journal Articles
PORT OF LONDON AUTHORITY: DEVELOPMENT OF TWO DOCK AREAS, 1959. (THE CANADA-GREENLAND PASSAGE AREA; IMPROVEMENT & DEVELOPMENT WORKS, CONNAUGHT ROAD PASSAGE, ROYAL DOCKS). (INCLUDES PLATES).
Available to Purchase
Proceedings of the Institution of Civil Engineers (1960) 15 (4): 411–434.
Published: 01 April 1960
...D E GLOVER; E NEWTON; H M DALE; T R BROWN © Thomas Telford and ICE 1960 PORT OF LONDON AUTHORITY DEVELOPMENT DOCKS PORTS ENLARGEMENT SHIPS VESSELS PASSAGES BERTHING WIDENING DEEPENING FOUNDATIONS DEEP CONDITIONS DRIVING TUNNELS COMPRESSED AIR LENGTHENING ERECTION...
Journal Articles
THE COMPUTATION OF SHRINKAGE AND THERMAL STRESSES IN MASSIVE STRUCTURES.
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Proceedings of the Institution of Civil Engineers (1955) 4 (1): 88–100.
Published: 01 January 1955
...O C ZIENKIEWICZ © Thomas Telford and ICE 1955 CONCRETE CALCULATIONS SHRINKAGE THERMAL STRESS STRUCTURES EQUATIONS ROCKS FOUNDATIONS ENLARGEMENT DAMS 88 ZIENKIEWICZ ON THE COMPUTATION OF SHRINKAGE Paper No. 5998 "The Computation of 'Shrinkage and Thermal Stresses in Massive...
Journal Articles
WOODHEAD NEW TUNNEL : CONSTRUCTION OF A THREE-MILE MAIN DOUBLE-LINE RAILWAY TUNNEL.
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Proceedings of the Institution of Civil Engineers (1954) 3 (5): 506–541.
Published: 01 October 1954
..., and for this purpose a system of haulage ways parallel to themain drive and connected to it aitntervals was driven. Up toas many as nine working points for the enlargement of the pilot tunnel to full section were operated at one time. The amount of immediate support needed for the roof in the exceptionally weak shales...
