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1-20 of 81
Keywords: BEARING
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 90 (5): 993–1009.
Published: 01 October 1991
... bearing ratio (CBRr)esults for laboratory samples of FBA (each compacted by a vibratory hammer to a density chosen to allow investigation of density affects) are presented in Table1. The difference in result on accouonft low density (samples4 and 5 ) is marked (Fig. 3).Varying the moisture content...
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (3): 377–398.
Published: 01 September 1991
...A S ELNASHAI; P J DOWLING © Thomas Telford and ICE 1991 IMPERIAL COLLEGE STRENGTH COMPOSITE TUBULAR CONNECTIONS PROBLEMS ANALYTICAL MODELLING CONNECTIONS PILES SLEEVES ASSEMBLY STEEL JACKETS OFFSHORE PLATFORMS NON LINEAR CONSTITUTIVE MODELS GROUTS BEARING...
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (2): 203–214.
Published: 01 June 1991
... improvements in speed of construction. The structural system comprises the arch truss, the load-bearing frame and the beam and slab system. Arch truss 5. This is the principal structure which bears the load alongthe entire length of the long span. It consists of a pair of two-hinged tied arches erected side...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (6): 1167–1175.
Published: 01 December 1989
... AIRPORTS MUD AIRCRAFT CONSTRUCTION DRESSING ASPHALT BEHAVIOUR BEARING COMPACTION RUTTING PAVEMENTS AIRFIELDS RUNWAYS ISLANDS CBR RATIOS PLANT LAGOONS ROLLER COMPACTED COMPACTED TARAWA BONRIKI GRANTLEY ADAMS BARBADOS TUVALU ELLICE ISLANDS Proc. Instn Civ. Engrs, Part...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (2): 307–309.
Published: 01 June 1989
..., Toronto The potential of papers such as this one is greater than the mere derivation of refined expressions for local bearing stress on masonry under confined bearing plates. Those of us confined daily within the straight-jacket of building codes find it refreshing to discover, or perhaps rediscover...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (1): 127–129.
Published: 01 March 1989
...NK SUBEDI; HHA WONG © Thomas Telford and ICE 1989 OVE ARUP SECTIONS REINFORCED CONCRETE DEEP BEAMS METHODS ANALYSIS BEARING FAILURES LOADS COMPRESSION ZONES EQUILIBRIUM FORCES BEHAVIOUR FLANGES I SECTIONS Proc. Instn Civ.Engrs, Part 2,1989,87, Mar., 127-129...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (1): 119–125.
Published: 01 March 1989
...JA HARISON; MC GRANT; A NATAATMADJA; GR WOODMAN © Thomas Telford and ICE 1989 ROUGHTON MONASH UNIVERSITY AUSTRALIA PROPRTY SERVICES AGENCY CORRELATION CBR CALIFORNIA BEARING RATIOS DYNAMICS CONES PENETROMETERS STRENGTH MEASUREMENT SOILS LABORATORIES INSTRUMENTS IN SITU...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (1): 109–137.
Published: 01 February 1989
... CALCULATIONS DESIGN LIFE METHODS ACCURACY STANDARDS CONDITIONS GROUND EXCITATION LIMITING TECHNIQUES VIBRATIONS LEVELS BEARING ESTIMATING RESPONSES MACHINERY RECIPROCATING ASSESSMENT MEASUREMENT DOCKS MEDITERRANEAN GIBRALTAR Proc. Instn Civ. Engrs, Part 1,1989,86, Feb., 109...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 84 (3): 475–495.
Published: 01 June 1988
... content in 1978 being 13.3%compared with 12.4%in 1984. 54. Bearing in mind thescatter in the results, the slightly higher average moisture content in 1978 after substantially higher rainfall than in 1984 was not considered a significant increase. The free draining sandygravel subgrade and the bituminous...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 83 (4): 833–844.
Published: 01 December 1987
...JA HARISON Proc. Instn Ciu.Engrs, Part 2, 1987,83, Dec., 833--844 TECHNNOICTEAL 463 GREONUGNINDEGERROINUGP Correlation between California bearing ratio and dynamic cone penetrometer strength measurement of soils J. A. HARISON, IR, MSc* The dynamic cone penetrometer(DCP) has been widely used...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (5): 1009–1011.
Published: 01 October 1987
...E HOLLINGHURST; RT MURRAY; DC DALTON; A MCGOWN REINFORCED EARTH RETAINING WALLS ROADS INTERCHANGES DESIGN BEARING PRESSURE REINFORCEMENT ELEMENTS CONSTRUCTION COSTS STRENGTH METHODS MOVEMENT DATA DISTRIBUTION VERTICAL HORIZONTAL TRAPEZOIDAL SOILS LAYERS STRUCTURES A3...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (4): 1057–1072.
Published: 01 August 1987
...JA GILBERT © Thomas Telford and ICE 1987 JAMES CARRINGTON & PARTNERS. WATER COMMISSIONERS BUILDINGS RENOVATION LISTED TALL DEFLECTION HEAVY LOAD BEARING WAREHOUSES SUBFLOOR FLOORS ORNATE STONE ELEVATIONS SILT TIMBER PILES DRIVING SLEECH EXTENSIONS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 83 (2): 453–463.
Published: 01 June 1987
...AS ADEDIMILA; DO OTI © Thomas Telford and ICE 1987 LAGOS UNIVERSITY FEDERAL MINISTRY OF WORKS & HOUSING OWERRI NIGERIA ROADS BASES MATERIALS BITUMEN LATERITE EXPERIMENTS STABILISATION CALIFORNIA CBR BEARING RATIOS ASPHALT TESTS COLD HOT MIX CONSTRUCTION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 80 (2): 451–464.
Published: 01 April 1986
... area of 12700 m The Paper also gives the results of plate bearing tests carried out while the western runwayendturningareawasbeingresurfaced.Thesetests showed a 14% increase in pavement bearing strength after resurfacing with concrete blocks. Introduction Engineers responsible for the design...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (6): 1325–1381.
Published: 01 December 1985
...JB BURLAND; MC BURBIDGE; EJ WILSON; TERZAGHI © Thomas Telford and ICE 1985 IMPERIAL COLLEGE SETTLEMENT FOUNDATIONS SAND GRAVEL ANALYSIS SHAPE RECORDS TANKS EMBANKMENTS BEARING PRESSURE LOADS DEPTH WIDTH STANDARD PENETRATION TESTS CONES RESISTANCE FACTORS WATER...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 79 (3): 455–481.
Published: 01 December 1985
..., a considerable number of precautions were taken against equipmentfailure. Bearing uplijl27. One of the reasons that it was decided to apply a complete UDL over the whole of the deck surface during the ultimate load test was to prevent uplift at the outer supports. Between the 32.5 kN/m2 and the 42.5 kN/mZ load...
Journal Articles
PB DAVIS, TM FENWICK, RD BASTIN, DG RAPLEY, JH KOHLER, WP CUNNINGHAM, TC STEVEN, MJ TAYLOR, CF BONNETT, GS CRAINE, DE ELSWORTH, GC HOLMES, J DOLAN, WM LEWIS
Proceedings of the Institution of Civil Engineers (1985) 78 (2): 435–447.
Published: 01 April 1985
... SURVEYS MOSS TRAINS SAFETY INSTRUMENTATION EMBANKMENTS PROGRAMS CONSTRUCTION ROADS STANDARDS COSTS LOADS BEARING ELECTRIFICATION TRACK SPEED ANALYSIS DECKS SKEW STEEL SHEAR SETTLEMENT DRAINAGE SELBY EAST COAST YORKSHIRE NORTH YORKSHIRE UK Proc. InstnCiu.Engrs, Part...
Journal Articles
C D LEWIS, A I ROBERTSON, M S FLETCHER, J VAN LOENEN, J V LOENEN, S TELFORD, G W DUNTON, R W P MAY, M R TIPLADY, M R PREESE, P N HALLS, F N ROWLEY, B P WEX, K L WEIR
Proceedings of the Institution of Civil Engineers (1985) 78 (2): 449–459.
Published: 01 April 1985
... BYPASSES MAINTENANCE CONTRACTORS ARCHITECTS CONSULTANTS GIRDERS CONCRETE SPLAYS BOX CANTILEVER WEBS CHAMFERS VIADUCTS LOADS LIVE TRAFFIC STRESS THERMAL BEARING ORWELL IPSWICH SUFFOLK UK Proc. lnstn Cio. Engrs, Part 1, 1985,78, Apr., 449459 8729* & 8730t...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (2): 265–278.
Published: 01 June 1984
... panels with depth to span ratios in the range one to four.Theseshow that serviceload capacity, as determined by initial diagonal cracking, increases significantly with depth up to a depth/ span value of three. In terms of ultimate load, bearing was a primary factor infive of the seven tests; diagonal...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 74 (4): 917–944.
Published: 01 November 1983
... INSTRUMENTATION MEASUREMENT BEARING PRESSURE WATER SETTLEMENT BASES LEVELS ESTIMATES SITES DISSIPATION DEFORMATION PARAMETERS DIFFERENTIAL BOREHOLES SOILS PROFILES ANALYSIS EFFECT LIVE DISTRIBUTION CALCULATIONS PERMEABILITY WEATHERED CELLS MASS CONSOLIDATION LYMM CHESHIRE UK...
