... of unsteady flow in the surf and swash zones using bore propagation models, and the resulting longshore transport of coarse non-cohesive materials.The development of a new numerical modelof oblique bores on beaches, coupled with a uniform flow field sediment transport equation, is described. This model...

... BEACHES SURF SWASH ZONES VARIATIONS RATES EQUATIONS SHOREHAM UK Proc. Instn Civ. Engrs, Part 2, 1991, 91, Dec., 739-153 EM PAPER 9761 An unsteady flow bore modeflor sediment transport in broken waves. Part2: the properties, calibration and testinogf the numerical model A. J. CHADWICK...

... zone. The models were manufactured anadt tested the Instituteof Industrial Science, University of TokIynoc. omparison with the conventional European members, the modified section shows significant improvement in the ductility and energy absorption capacity under cyclic and transient dynamic loading...

...B R HINDLE; D T JOHNSTON; R C KEMPTON; J H MORGAN; A D W SMITH; P TREADGOLD; A LORD; I FRASER; N SAICH; P GARDNER; D T SHILSTON; P LACEY © Thomas Telford and ICE 1991 DOCKS URBAN RENEWAL DESIGN CONSTRUCTION MANAGEMENT CIVIL ENGINEERING WORKS REDEVELOPMENT ENTERPRISE ZONES...

...J C MORFETT Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 55-70 PAPER 9647 MARITIME BOARD Numerical modelof longshore transportof sand in surf zone c.J. MORFETT, MSc, MIMechE, MIWEM* An approach to the modelling of the distributionof longshore sediment transport in the surf zone is described...

... PUBLIC SECTOR INFRASTRUCTURE BUNDS ROADS UTILITIES SWING QUALITY PROJECTS DRAINAGE TRANSPORT SITES ZONES RENEWAL DERELICT PRIVATE SECTOR DEVELOPMENT LOCKS MATERIALS RELOCATION IMPROVEMENT CONTRACTS FINANCE STRUCTURES COORDINATION QUAYS SALFORD MANCHESTER UK Proc...

...SG WALLIS; PC YOUNG; KJ BEVEN © Thomas Telford and ICE 1989 HERIOT WATT UNIVERSITY LANCASTER UNIVERSITY Proc. Instn Ciu.Engrs, Part 2,1989,87, Mar., 1-22 PAPER 9335 WATERGERNOGUIPNEERING Experimental investigationof the aggregated dead zone modelfor longitudinal solute transport...

...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...

... COEFFICIENTS EXPANSION SHRINKAGE SURFACE ZONES Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 155-158 DISCUSSION ON PAPER 9321 STRUCTURAENLGINEERING GROUP Early thermal cracking in end-restrained thick reinforced concrete members B. P. Hughes and A. T. Mahmood Mr J. Springfield, Carruthers& Wallace...

... in the compression zones of rectangular beams could reduce their strengths in shear. This applied to bars notdesigned to resist flexural compression, which, with little or no stirruping, were inadequately restrained from buckling. Practical examples of such bars are given in this Technical Note. The Author conducted...

... STATE STEEL COMPRESSION ZONES STIRRUPS SUPPORTS ANALYSIS TENSION EQUILIBRIUM CALCULATIONS CRACKING © Thomas Telford and ICE 1988 Proc. Instn Ciu. Engrs, Part 2,1988,85, Dec., 609-628 PAPER 9295 STRUCTURAL ENGGRIONUEEPRING Analytical and experimental studioesf shear failures...

...D HASLEWOOD © Thomas Telford and ICE 1985 BINNIE & PARTNERS SHIPS CANALS RESTRICTED THEORY RESISTANCE VELOCITY SPEED EXPERIMENTAL OPEN EXPERIMENTS MODELS CHANNELS FLOW CRITICAL CONDITIONS FROUDE NUMBERS ENERGY WATER SHALLOW TRANSITION ZONES THRUST INPUT...

...-wide,especially in the arid zones. In public water supply schemes in arid zones iosnoenly able to investsomething like 1% of thecapitalcostintheinvestigation,whereas this 280 8550 particular project would appear to have a 15% investigation budgetI. have been finishing a public water supply projecint...

... in forceover 6x, which is related in turn to the bonsdtress, ob,, in the form 660 STRESS-SLIP DATA O N BONDINREINFORCEDCONCRETE = l 00°C :v= l 50°C C.V.Criticavlalue I or N E -E.. z b C.V. I T, = 750°C Slip A: mm Slip A: mm DETAIL OF ZONE A Fig. 2. Bond stressslip relations for varioustemperatures (test...

... STATE EMBANKMENTS STABILITY DEFORMATION ROCKS SPURS ABUTMENTS ROCKFILL FILL ZONES TOES UPSTREAM GALLERIES CUT OFF CURTAIN INSTRUMENTAT WALES DINORWIG SNOWDONIA AFON Y BALA LLYN PERIS MARCHLYN GWYNEDD MARCHLYN MAWR UK © Thomas Telford and ICE 1983 Proc. Instn Civ...

...JV MARSH; GH THOMSON; FE YOUNG © Thomas Telford and ICE 1982 GROUND TREATMENT METHODS MONITORING TESTS LOADS PLATES BEARING ZONES VIBROFLOTATION VIBROCONSOLIDATION DYNAMICS CONSOLIDATION STRESS GROUNDWATER Proc. Instn Ciu. Engrs, Part 1,1982,72,Aug., 487-489 PILINGGROUP...

... MEDIUM MOMENTS ULTIMATE VALUE TECHNIQUES LIMITS ZONES DISTRIBUTION LAMINAR ELASTIC REGIONS SOLUTIONS CASES UNIFORM TRIANGULAR POINTS TOP ACCURACY STRUCTURES CONNECTING THREE ZONE UPPER LOWER CENTRAL TWO ZONE DUCTILITY YIELDING COMBINATIONS NUMERICAL INVESTIGATIONS...

... significant effect on the punching loadsince it allows large rotations of the slab to occur. Masterson' concludes that punching is likely to occur once the ultimate moment of resistance of the slab at the column face is exhausted radius of compression zone in thick cylinder idealization column side length...

...KI MAJID; MA RAHMAN © Thomas Telford and ICE 1982 UNIVERSITY COLLEGE CARDIFF LIVERPOOL UNIVERSITY NON LINEAR ANALYSIS STRUCTURES SOILS SYSTEMS FOUNDATIONS BEHAVIOUR MATERIALS PROPERTIES DEVELOPMENT ZONES TENSILE LOADS PROCESS METHODS ASSESSMENT SPLINE FUNCTIONS...

...P ANSOURIAN © Thomas Telford and ICE 1981 SYDNEY UNIVERSITY SHEAR COLUMNS ACTION SECTIONS I SECTIONS SQUARE DEFORMATION CRACKS FLEXIBILITY NON LINEAR ANALYSIS HORIZONTAL EXTERNAL BOLTED MEASUREMENT WALLS STRESS COMPOSITE CONNECTIONS ZONES ENCASED CONCRETE...