... of a load test, there is no such relative movement and the soil acts as a plug rigidly attached tothe inside of the pile. In these circumstances the failure mechanisms are different for the dynamicand static cases, and it would be fortuitous if they offered the sametotal resistance. 5. A second factor which...

...R J BRIDLE; T G HUGHES; M J BLACKLER; P C DAS; W J HARVEY; E MARKLAND; F W SMITH; CASTIGLIANO © Thomas Telford and ICE 1991 ENERGY METHODS ARCHES BRIDGES ANALYSIS ELASTIC NON LINEAR MASONRY BEHAVIOUR DEAD LOADS COLLAPSE COMPUTERS TENSILE STRESS STRENGTH MECHANISMS...

... PERFORMANCE TRIALS SHAFTS SPECIMENS POROSITY PERMEABILITY PHYSICAL MODELS FLOW MECHANISMS FORMULAE CULVERTS SIZE LOCATION OPTIMISATION FEASIBILITY ALLEVIATION WAVES MODELLING CHESIL BEACH PORTLAND WEYMOUTH CHISWELL DORSET UK Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

... the arch ring,at the hinge positions, until failure occurs which is seen to coincide with mechanism solutions. The method provides doeftathiles effective arch section, compressive stresses, shear stresses and deflexions along the arch ring for load increments up to the ultimate limit state. It can...

...T M ROBERTS; H HAJI KAZEMI; D J OEHLERS THEORY REINFORCED STRENGTHENED BONDS BEAMS FAILURES STUDIES CONCRETE STEEL BONDED METHODS MECHANISMS MODES BEHAVIOUR PLATES EXTERNAL ADELAIDE UNIVERSITY Proc. lnstnCiv. Engrs, Part 2, 1989,87,Dec.,651463 DISCUSSION ON PAPER 9344...

... MONOCHROMATIC MECHANISMS DISTRIBUTION PROBLEMS INTER PERIOD PERIODS EVOLUTION HYPERBOLIC PARABOLIC EQUATIONS Proc Instn Cio. Engrs, Part 1,1988,86, June, 513-530 9407 MAGRRIOTIUMPE ENGINEERING Mathematical models of wave climate for port design D. Yoo,PhD,* B. A. O'CONNOR, PhD, MICE* D. M. McDOWELL...

... to clarify the mechanism of failure of masonry walls subjected to concentrated loads, a problem commonly encountered in practical design situations. We would support Mr Springfield s comment that cracking in brittle materials such as concrete and masonry subjected to compression is often a transverse tensile...

... INELASTIC MECHANISMS UNDERWATER CROSSINGS SHIELD DRIVEN PROPERTIES SHIELDS CYLINDRICAL FINITE STRIP MOMENTS CURVATURE RESPONSES STIFFNESS TUBES RIGIDITY HUDSON RIVER MANHATTAN NEW JERSEY USA UNITED STATES Proc. Instn Cio.Engrs, Part 2,1989,87, June, 159-174 PAPER 9331...

... CLEANED YIELD CEMENT AGGREGATES MIXES CHLORIDE CONCENTRATION IONS CONTROL LIMITS STANDARDS TESTS SIMULATION ALLOYS LABORATORIES PREDICTION ELECTROCHEMISTRY MECHANISMS EXPERIMENTS DESIGN PRACTICE ANALYSIS WEIGHT LOSS CUBES STRENGTH REINFORCEMENT CARBONATION CRACKING DEVELOPMENT...

... in connection with structures in the Middle East. 2. In the Middle East the climate is much more aggressive than in temperate and wet tropical climates; the prevalence of salts, high temperatures and cycling humidities all accelerate chemical and physical deterioration mechanisms.' Any weaknesses in reinforced...

... in order to obtain a feel for the sensitivity of the structure to the effects of these parameters; thus a more realistic engineering judgement as to the capacity of the structure may bemade. 19. We have found that evenwhen all possible hinge positions have been investigated, the mechanism method can still...

...PS CHANA BRITISH CEMENT ASSOCIATION ANALYTICAL EXPERIMENTAL STUDIES SHEAR FAILURES REINFORCED CONCRETE BEAMS THEORY DESIGN MECHANISMS EXPERIMENTS BEHAVIOUR MEASUREMENT DOWELS FORCES STRENGTH AXIAL REINFORCEMENT YIELD TENSILE TESTS STABILITY CRACKS MODELS STRESS...

...AG MPHONDE © Thomas Telford and ICE 1988 ZIMBABWE UNIVERSITY AGGREGATES INTERLOCKING HIGH STRENGTH LOW REINFORCED CONCRETE BEAMS TESTS WEBS REINFORCEMENT STRENGTH MECHANISMS SHEAR PROCEDURE COMPRESSIVE DOWELS COMPRESSION CRACKS FAILURES ANALYSIS TRANSFER...

...BP HUGHES; AT MAHMOOD © Thomas Telford and ICE 1988 BIRMINGHAM UNIVERSITY JAMES CARRINGTON & PARTNERS CONCRETE REINFORCED MEMBERS BEHAVIOUR INSTRUMENTATION MECHANISMS TESTS WEATHER EXPERIMENTS CRACKS CRACKING LABORATORIES THEORY BEAMS THERMAL STRAIN Proc. Instn...

...CT MORLEY; RE MELCHERS; RH WOOD; CR GURLEY © Thomas Telford and ICE 1987 EQUILIBRIUM DESIGN TORSIONLESS LOADS GRILLAGES HILLERBORG SLABS CONCENTRATED COLUMNS MECHANISMS PAVEMENTS Proc.Instn Ciu. Engrs, Part 2, 1987,83, Sept., 669-682 DISCUSSION...

... walls following invert failure. Assessment of failure mechanism 25. Walker' believed that the invert failures during construction were due to swelling of the underlying marl.The relatively flat invert is unusual for such a large tunnel but has the advantage of minimizing the amount of puddle clay...

...JA CHARLES; KS WATTS; BRE © Thomas Telford and ICE 1987 BUILDING RESEARCH ESTABLISHMENT BRE MEASUREMENT HORIZONTAL EARTH PRESSURE DAMS PUDDLE CLAYS PUDDLE CLAY CORES HORIZONTAL EROSION HYDRAULIC FRACTURE MECHANISMS FIELD TRENCHES HISTORY EMBANKMENTS CONSTRUCTION...

...MAM HERZOG © Thomas Telford and ICE 1986 RUBBLE MOUND SAFETY BREAKWATERS HARBOURS DESIGN CONSTRUCTION FAILURES MECHANISMS OVERTOPPING ARMOUR RUPTURES SLOPES STABILITY WAVES HEIGHT RESEARCH OVERWASH THROUGHFLOW TIMEI Proc. lnstn Cio. Enyrs, Part I , 1986,SO, Oct.,1385...

...P VERNON © Thomas Telford and ICE 1986 Proc. Instn C h . Enyrs, Part 1,1986,80,June, 641-650 8933 STRUCTGURROAULPENGINEERING Stray-current corrosion controiln metros P. VERNON, BA, MIEE, MIMechE, CDipAF* The Paper briefly reviews some corrosion mechanisms of steel reinforcement in concrete...