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Proceedings of the Institution of Civil Engineers

The Institution of Civil Engineer's divisional Papers from 1952-1991

Journal Articles

LONDON'S DOCKLANDS: A GEOTECHNICAL PERSPECTIVE OF THE HIGHWAYS.

D K YOUNG, P RUTTY

Proceedings of the Institution of Civil Engineers (1991) 90 (6): 1203–1223.

https://doi.org/10.1680/iicep.1991.17392

Published: 01 December 1991

... are described. Secondly, because of poor ground conditions, piled foundations have typically been adopted for bridges and other elevated highway structures. This gives rise to the problem of achieving a satisfactory transition from the embankment fill on compressible made ground and alluvium to the rigidly...

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Journal Articles

DESIGN AND CONSTRUCTION OF THE BASEMENT OF THE GALLERIES SHOPPING CENTRE, BRISTOL.

G C PEATTIE, M S MOJABI

Proceedings of the Institution of Civil Engineers (1991) 90 (6): 1225–1253.

https://doi.org/10.1680/iicep.1991.17393

Published: 01 December 1991

View article titled, DESIGN AND CONSTRUCTION OF THE BASEMENT OF THE GALLERIES SHOPPING CENTRE, BRISTOL.

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Journal Articles

DISCUSSION. USE OF SHEET PILE RETAINING WALLS FOR DEEP EXCAVATIONS IN STIFF CLAY.

D M POTTS, R A DAY, J D FINDLAY, D THOMPSON, I F SYMONS, C RAISON, T PAUL, H D ST JOHN, W H WARD, A S O BRIEN, D P NICHOLSON, K YAH, N J BROOKS

Proceedings of the Institution of Civil Engineers (1991) 90 (6): 1255–1277.

https://doi.org/10.1680/iicep.1991.17394

Published: 01 December 1991

View article titled, DISCUSSION. USE OF SHEET PILE RETAINING WALLS FOR DEEP EXCAVATIONS IN STIFF CLAY.

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Journal Articles

MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.

L A MARTIN, W R C MYERS, MANNING, DARCY WEISBACH

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 645–657.

https://doi.org/10.1680/iicep.1991.17483

Published: 01 December 1991

View article titled, MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.

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Journal Articles

AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL

R A FALCONER, Y CHEN

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 659–678.

https://doi.org/10.1680/iicep.1991.17484

Published: 01 December 1991

View article titled, AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL

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Journal Articles

FINITE-ELEMENT ANALYSIS OF MASONRY ARCH BRIDGES USING TAPERED ELEMENTS.

B S CHOO, M G COUTIE, N G GONG

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 755–770.

https://doi.org/10.1680/iicep.1991.17489

Published: 01 December 1991

View article titled, FINITE-ELEMENT ANALYSIS OF MASONRY ARCH BRIDGES USING TAPERED ELEMENTS.

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Journal Articles

AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 2: THE PROPERTIES, CALIBRATION AND TESTING OF THE NUMERICAL MODEL.

A J CHADWICK

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 739–753.

https://doi.org/10.1680/iicep.1991.17488

Published: 01 December 1991

View article titled, AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 2: THE PROPERTIES, CALIBRATION AND TESTING OF THE NUMERICAL MODEL.

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Journal Articles

WAVE-INDUCED FAILURE OF POROELASTIC SEABED SLOPES: A BOUNDARY ELEMENT STUDY.

W RAMAN NAIR, G C W SABIN, BIOT, MOHR, COULOMB

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 771–794.

https://doi.org/10.1680/iicep.1991.17490

Published: 01 December 1991

View article titled, WAVE-INDUCED FAILURE OF POROELASTIC SEABED SLOPES: A BOUNDARY ELEMENT STUDY.

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Journal Articles

LAMINAR MOTION OF FLUID MUD.

K H M ALI, K GEORGIADIS

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 795–821.

https://doi.org/10.1680/iicep.1991.17491

Published: 01 December 1991

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Journal Articles

COASTAL WAVE CLIMATE CATEGORIZATION USING WIND DATA.

T S HEDGES, R BURROWS, P J DICKINSON, WACCAS

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 631–644.

https://doi.org/10.1680/iicep.1991.17482

Published: 01 December 1991

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Journal Articles

USING A COMBINED SLOPE HYDROLOGY-STABILITY MODEL TO DEVELOP CUT SLOPE DESIGN CHARTS.

M G ANDERSON, D M LLOYD

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 705–718.

https://doi.org/10.1680/iicep.1991.17486

Published: 01 December 1991

... dynamic hydrological conditions when attempting to analyse the stability of tropical residual soil slopes. However, the overall knowledge relating to hydrology is relatively poor in comparison with other elements of geomechanics. 2. Standard approaches to stability analysis usually simplify consideration...

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Journal Articles