Page 1 | Search Results | Proceedings of the Institution of Civil Engineers | Emerald Publishing

1-20 of 6398

Sort by

Journal

Proceedings of the Institution of Civil Engineers Cover Image

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

View article titled, LONDON'S DOCKLANDS: A GEOTECHNICAL PERSPECTIVE OF THE HIGHWAYS.

Add to Citation Manager for LONDON'S DOCKLANDS: A GEOTECHNICAL PERSPECTIVE OF THE HIGHWAYS.

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.

Add to Citation Manager for DESIGN AND CONSTRUCTION OF THE BASEMENT OF THE GALLERIES SHOPPING CENTRE, BRISTOL.

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.

Add to Citation Manager for DISCUSSION. USE OF SHEET PILE RETAINING WALLS FOR DEEP EXCAVATIONS IN STIFF CLAY.

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.

Add to Citation Manager for MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.

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

Add to Citation Manager for AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL

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.

Add to Citation Manager for FINITE-ELEMENT ANALYSIS OF MASONRY ARCH BRIDGES USING TAPERED ELEMENTS.

Journal Articles

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

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.

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

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.

Add to Citation Manager for WAVE-INDUCED FAILURE OF POROELASTIC SEABED SLOPES: A BOUNDARY ELEMENT STUDY.

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

View article titled, LAMINAR MOTION OF FLUID MUD.

Add to Citation Manager for LAMINAR MOTION OF FLUID MUD.

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

View article titled, COASTAL WAVE CLIMATE CATEGORIZATION USING WIND DATA.

Add to Citation Manager for COASTAL WAVE CLIMATE CATEGORIZATION USING WIND DATA.

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

View article titled, USING A COMBINED SLOPE HYDROLOGY-STABILITY MODEL TO DEVELOP CUT SLOPE DESIGN CHARTS.

Add to Citation Manager for USING A COMBINED SLOPE HYDROLOGY-STABILITY MODEL TO DEVELOP CUT SLOPE DESIGN CHARTS.

Journal Articles

LONDON'S DOCKLANDS: ENGINEERING GEOLOGY.

Proceedings of the Institution of Civil Engineers (1991) 90 (6): 1153–1178.

https://doi.org/10.1680/iicep.1991.17390

Published: 01 December 1991

... been upset by the influence of humans. Groundwater abstraction in central London during the past 200 years has caused a cone of depression up to 85 m deep which has spread into the Docklands area.12 By the 1960s, the piezometric surface in the lower aquifer fell from Ordnance Datum southof the Thames...

View article titled, LONDON'S DOCKLANDS: ENGINEERING GEOLOGY.

Add to Citation Manager for LONDON'S DOCKLANDS: ENGINEERING GEOLOGY.

Journal Articles

LONDON'S DOCKLANDS: GROUND CONDITIONS AND TUNNELLING METHODS.

P A S FERGUSON, A J RUNACRES, N A HILL

Proceedings of the Institution of Civil Engineers (1991) 90 (6): 1179–1201.

https://doi.org/10.1680/iicep.1991.17391

Published: 01 December 1991

View article titled, LONDON'S DOCKLANDS: GROUND CONDITIONS AND TUNNELLING METHODS.

Add to Citation Manager for LONDON'S DOCKLANDS: GROUND CONDITIONS AND TUNNELLING METHODS.

Journal Articles

ENERGY LOSSES IN PILE-DRIVING DUE TO SOIL RATE EFFECTS AND HAMMER MISALIGNMENT.

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 823–851.

https://doi.org/10.1680/iicep.1991.17492

Published: 01 December 1991

View article titled, ENERGY LOSSES IN PILE-DRIVING DUE TO SOIL RATE EFFECTS AND HAMMER MISALIGNMENT.

Add to Citation Manager for ENERGY LOSSES IN PILE-DRIVING DUE TO SOIL RATE EFFECTS AND HAMMER MISALIGNMENT.

Journal Articles

PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.

R P JOHNSON, N MOLENSTRA, EPPIB

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 679–704.

https://doi.org/10.1680/iicep.1991.17485

Published: 01 December 1991

View article titled, PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.

Add to Citation Manager for PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.

Journal Articles

ANALYSIS OF IN-SITU RETAINING WALLS PROPPED AT FORMATION LEVEL.

W POWRIE, ESF LI

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 853–873.

https://doi.org/10.1680/iicep.1991.17493

Published: 01 December 1991

View article titled, ANALYSIS OF IN-SITU RETAINING WALLS PROPPED AT FORMATION LEVEL.

Add to Citation Manager for ANALYSIS OF IN-SITU RETAINING WALLS PROPPED AT FORMATION LEVEL.

Journal Articles

DISCUSSION. POLYSTYRENE AGGREGATE CONCRETE SUBJECTED TO HARD IMPACT.

P H BISCHOFF, K YAMURA, S H PERRY, SIR A HARRIS

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 887–889.

https://doi.org/10.1680/iicep.1991.17495

Published: 01 December 1991

View article titled, DISCUSSION. POLYSTYRENE AGGREGATE CONCRETE SUBJECTED TO HARD IMPACT.

Add to Citation Manager for DISCUSSION. POLYSTYRENE AGGREGATE CONCRETE SUBJECTED TO HARD IMPACT.

Journal Articles

AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 719–737.

https://doi.org/10.1680/iicep.1991.17487

Published: 01 December 1991

View article titled, AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Add to Citation Manager for AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Journal Articles

DISCUSSION. LARGE-SCALE MODEL TESTS AND PLASTIC ANALYSIS OF MULTIBAY INFILLED FRAMES.

K H KWAN, C Q LO, T C LIAUW, P C PANDEY

Proceedings of the Institution of Civil Engineers (1991) 91 (4): 891–894.

https://doi.org/10.1680/iicep.1991.17496

Published: 01 December 1991

View article titled, DISCUSSION. LARGE-SCALE MODEL TESTS AND PLASTIC ANALYSIS OF MULTIBAY INFILLED FRAMES.

Add to Citation Manager for DISCUSSION. LARGE-SCALE MODEL TESTS AND PLASTIC ANALYSIS OF MULTIBAY INFILLED FRAMES.