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1-13 of 13
Keywords: DEPOSITION
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Journal Articles
THE SHA TIN TO TAI PO COASTAL ROAD, NEW TERRITORIES, HONG KONG: CONSTRUCTION.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1987) 82 (3): 527–549.
Published: 01 June 1987
... SOFT DRAINAGE DREDGING CLAYS DEPOSITION FILL SITE INVESTIGATION QUARRIES MATERIALS ROCKS PLANT CONTRACTORS PERFORMANCE SETTLEMENT MONITORING EXCAVATION SLOPES STABILITY FILLING SUBMERSIBLE CULVERTS CONCRETE FOUNDATIONS DECKS GEOTECHNICS DEPOSITION COMPACTION CLIMATE...
Journal Articles
TECHNICAL NOTE. SIMULATION OF CHANNEL STEEPENING IN THE MARALA-RAVI LINK CANAL.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1985) 79 (1): 203–209.
Published: 01 March 1985
... MODELS FLOW RESISTANCE MODELLING STUDIES SLOPES STABILITY HEADWORKS DEPOSITION NUMERICAL BEHAVIOUR MARALA RAVI PAKISTAN ASIA Proc. Instn Civ.Engrs, Part 2,1985.79. Mar., 203-209 TECHNICAL NOTE 440 EWNGATINEERERING GROUP Simulationof channel steepening in the Marala-Ravi Link...
Journal Articles
SEA OUTFALLS - A REVIEW OF FAILURE, DAMAGE AND IMPAIRMENT MECHANISMS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1985) 78 (1): 137–152.
Published: 01 February 1985
...RA GRACE © Thomas Telford and ICE 1985 HAWAII UNIVERSITY WASTEWATER SEA OUTFALLS FAILURES DAMAGE IMPAIRMENT MECHANISMS WASTE WATER DISPOSAL EFFLUENT DYNAMICS FLOW FORCES MARINE TRAFFIC MATERIALS CONSTRUCTION ENVIRONMENT RISKS DESIGN EROSION SEDIMENTS DEPOSITION...
Journal Articles
ASPECTS OF SEDIMENT MOVEMENT NEAR TO BRIDGWATER BAR, BRISTOL CHANNEL.
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Proceedings of the Institution of Civil Engineers (1983) 75 (3): 557–565.
Published: 01 September 1983
... is unlikely to bear a simple relationship to water depth due to the effects of waves, local variations in energy or sediment circulation, and such slow long term net deposition rates have only a coincidental relationship to thepresent sediment dynamics. 44. Describinghistoricchanges in &j8-10 and Fig. 7...
Journal Articles
LATERAL DISPLACEMENTS OF LOW EMBANKMENTS ON ALLUVIUM CONTAINING THIN PEAT LAYERS.
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Proceedings of the Institution of Civil Engineers (1981) 70 (2): 277–292.
Published: 01 May 1981
... GEOTECHNICS SOILS PRESSURE DISPLACEMENT PEAT LONGITUDINAL MOTORWAYS MIX ALLUVIAL EXCAVATIONS DEPOSITS DEPOSITION MATERIALS ROLLERS FIBROUS MODES M180 GEOLOGY PORE SHEAR EMBANKMENTS LAYERS CRACKS PAVEMENTS ROADBASE ROADS PLAINS LOCAL RIVERS GRANULAR COMPACTION DRAINAGE TOES...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (1): 251–252.
Published: 01 March 1979
...P NOVAK; TM PRUS CHACINSKI; C NALLURI; J GAY © Thomas Telford and ICE 1979 D BALFOUR C H DOBBIE SEWERS DEPOSITION TRANSPORT SEPTICITY SEDIMENTS DESIGN VELOCITY NO SEDIMENT CLIMATE Proc. Instn Ciu. Engrs, Part 2, 1979, 67, Mar., 251-252 TN 193 DISCUSSION Sewer design...
Journal Articles
TECHNICAL NOTE. SEWER DESIGN FOR NO SEDIMENT DEPOSITION.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (3): 669–674.
Published: 01 September 1978
...P NOVAK; C NALLURI NEWCASTLE UNIVERSITY SEWERS DEPOSITION DATA INCIPIENT STANDARD PIPES DESIGN EVALUATION MOTION SEDIMENTS HYDRAULIC DISCHARGES SIZE SELF CLEANSING NO SEDIMENT EXPERIMENTAL STUDIES TRANSPORT VELOCITY SLOPES CONCENTRATION © Thomas Telford and ICE...
Journal Articles
TECHNICAL NOTE. FOUNDATION FAILURE IN A FERRUGINOUS CLAYEY SAND.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 64 (3): 425–430.
Published: 01 August 1978
...JO JACKSON © Thomas Telford and ICE 1978 LAGOS UNIVERSITY FOUNDATIONS CLAYEY DEPOSITS CEMENT HAEMATITE WATER LOCAL SHEAR PONDING PARAMETERS TRIAXIAL INUNDATION PLEISTOCENE GEOLOGY GEOTECHNICS FAILURES SAND LABORATORIES IRON PSEUDO SILT INFILTRATION FORMATION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1964) 28 (2): 225–232.
Published: 01 June 1964
...J STEBBINGS; SIR C INGUS; G LACEY; E S LINDLEY; F M HENDERSON; R A CALLANDER © Thomas Telford and ICE 1964 SIR M MCDONALD CANTERBURY UNIVERSITY N2 AUCKLAND UNIVERSITY SHAPE SELF FORMED MODELS ALLUVIAL CHANNELS EXPERIMENTS REGIMES THEORY EQUATIONS EROSION DEPOSITION...
Journal Articles
A A AHMED, SIR H MANZONI, H E HURST, R H MACDONALD, G LACEY, A M R MONTAGU, C T GARDNER, K E SNELSON, A N M ROBERTSON, A E GRIFFIN, A H LABIB, C G HAWES, H ADDISON, N J COCHRANE, J GUTHRIE BROWN, MCD
Proceedings of the Institution of Civil Engineers (1961) 19 (3): 337–415.
Published: 01 July 1961
... ECONOMICS INDUSTRIES DEPOSITION CURTAIN SAFETY SANDSTONE NUBIAN GROUNDWATER EQUATIONS DESERTS WATER TABLE CULTIVATION DEPOSITION METHODS DIGITAL COMPUTERS MOVEMENT VELOCITY NILE BASIN ASWAN DAM SADD EL AACI RIVER NILE HIGH DAM WADI RAYAN EGYPT AFRICA DISCUSSION...
Journal Articles
SHORT-TERM CHANGES IN THE DISTRIBUTION OF FINE SEDIMENTS IN ESTUARIES: A FIELD INVESTIGATION IN MORECAMBE BAY AND THE RIVER LUNE.
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Proceedings of the Institution of Civil Engineers (1961) 19 (2): 185–208.
Published: 01 June 1961
... and Industrial Research For written discussion SYNOPSIS This Paper supplements earlier worokn the build-up of mud flatsin estuaries by the deposition of material from suspension, and their subsequent erosion. It describes a field study in the inner and outer estuary of the River Lune to determine the extent...
Journal Articles
FILTRATION THROUGH A POROUS SEPTUM: A THEORETICAL CONSIDERATION OF BOUCHER'S LAW.
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Proceedings of the Institution of Civil Engineers (1960) 17 (3): 333–338.
Published: 01 November 1960
...K J IVES; P L BOUCHER UNIVERSITY COLLEGE LONDON FILTRATION POROUS SEPTUM THEORY LAW WATER PARTICLES SUSPENSION MECHANISMS DEPOSITION PORE SURFACE RELATIONS PRESSURE LOSS VOLUME EMPIRICAL STRAINING Paper No. 6459 FILTRATIONTHROUGH A POROUSSEPTUM...
Journal Articles
MARITIME PAPER NO. 38: THE REGIMEN OF THE THAMES ESTUARY AS AFFECTED BY CURRENTS, SALINITIES, AND RIVER FLOW.
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Proceedings of the Institution of Civil Engineers (1957) 7 (4): 827–868.
Published: 01 August 1957
... of suspended soli& through one sectionof the estuary are reported on, andthe effect of tidal range on the transport of solidsis considered. Measurements in the outer estuary show that dredged material dumped at the Black Deep re-enters the estuary and is carried upstream to the areas of deposition...
