... element method. The Mohr-Coulomb failure criterion is used to determine the approximate extent of the failure zone. It is found that wave-induced stresses must be analysed throughout an entire wave cycle in order to assess the likelihood of failure, and also that the stability of a slope under waves...

...M G ANDERSON; D M LLOYD SUB MODELS COMBINED SLOPES HYDROLOGY STABILITY MODELS CUTS DESIGN CHARTS COUPLED TWO DIMENSIONAL MODELLING PORE PRESSURE SUCTION STORMS EVENTS INSTABILITY FAILURES RAINFALL TROPICS RAIN RESIDUAL SOILS FINITE DIFFERENCE BRISTOL UNIVERSITY...

.... This Paper presents the results of eight prestressed concrete I-beams tested to failure under combined mixed torsion, bending and shear. Most available ultimate load methods of analysis and design of prestressed and reinforced concrete beams under torsion or combined torsion, bending and shear are based...

... MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746...

... CENTRAL PATCH LOADS OVER REINFORCED REINFORCED BEAMS STIRRUPS FAILURES SHEAR SLABS PUNCHING © Thomas Telford and ICE 1991 VALENCIA UNIVERSIDAD POLITENICA ATHENS NATIONAL TECHNICAL UNIVERSITY IMPERIAL COLLEGE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Sept., 545-560 PAPER 9141...

... FINITE ELEMENTS FAILURES CRACKS BENDING ULTIMATE COMPRESSION SUPPORT SPANDRELS PARAPETS WALLS SOILS TRANSVERSE SENSITIVITY MOVEMENT ABUTMENTS PIERS DEFECTS CONVERGENCE Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 617430 DISCUSSION ON PAP9E5RS7T5RUCTURAENLGINEERING An energy method...

... FAILURES Proc. Instn Civ. Engrs, Part 2, 1991,91, June, 299-321 PAPER 9738 BBSUTOIRALUDARCIDNNTDGURAL Model testson masonry arches R. ROYLES, BSc(Eng), PhD, MICE, MIStructEF, BSSM* A. W. HENDRY, BSc, PhD, DSc, FICE, FIStructE, FRSE* This Paper gives an account of a series of tests on 24 model arch...

...D J WOODWARD; D L S WILSON; TRRL © Thomas Telford and ICE 1991 TRANSPORT AND ROAD RESEARCH LABORATORY TRAVERS MORGAN TRRL DEFORMATION SEGMENTAL POST TENSIONED PRECAST BRIDGES CORROSION TENDONS COLLAPSE FRACTURE JOINTS LOADS TESTS EDGES BEAMS FAILURES MONITORING...

...M RAOOF AXIAL FATIGUE LIFE PREDICTION FATIGUE LIFE STRUCTURAL CABLES PATTERNS STRESS NORMAL HERTZIAN MULTILAYER SPIRAL STRANDS MODELS WIRE FAILURES SEAWATER THEORY CALCULATIONS CONTACT SLIPPAGE EFFECT PRESSURE HYDROSTATICS CORROSION SOUTH BANK POLYTECHNIC LONDON...

... of a previous experimentalstudybySant and Bletzacker.Theexperimental and analyticalresultsare discussed, and the theoretical characteristics which give the best fit are identified. The speci- fied beams are then analysed using these characteristics. Plotsof the ratio of the calculated failure loadto the pure...

...A V D BICA; C R I CLAYTON; I F SYMONS; R J MAIR; W POWRIE; B SIMPSON; M J GUNN LIMIT EQUILIBRIUM DESIGN METHODS FREE EMBEDDED CANTILEVER WALLS GRANULAR MATERIALS SAFETY PENETRATION BENDING MOMENTS EXPERIMENTS PREDICTION DEPTH FAILURES GEOTECHNICS RETAINING MODELS TESTS...

... based on a shear criterion for failure of the slabis proposed and tested against these and other results. Notation column dimension normal to the free edge column dimension parallel to the free edge effectivedepth of slab column eccentricity modified column eccentricity concrete cube compressive...

...G HAIDER; P LACEY; F H HUGHES; M PULLER; M F KENNARD; W L WAKELING; M H GOLDSWORTHY; TELFORD OVE ARUP BUTLER PULLER ROFE KENNARD & LAPWORTH CEMENTATION PILING & FOUNDATIONS RECONSTRUCTION CANALS GLACIAL DESIGN INSTRUMENTATION MONITORING FAILURES CLAYS PUDDLE...

... to failure is proposed, which modifiesthe arch geometry and stiffnetsosmodel the effectosf the masonry s inability to sustain tensile stress. This thinning of the arch ring in areas of tension enables the formation of incipienthingesto be modelled. As theloadincreases,thesetensionzones progress through...

... CYLINDERS STRENGTH THICKNESS RIGID SUPPORTS TESTS CAPACITY CONTACT MOMENTUM PENETRATION DEPTH FAILURES CRUSHING BEHAVIOUR DISSIPATION INSTRUMENTATION STATIC h o c . Instn Civ.Engrs, Part 2,1990,89, June, 225-239 PAPER 9538 STRUCTURAL ENGGRINOEUEPRING Polystyrene aggregate concrete...

...DS PRAKASH RAO; SP SHARMA © Thomas Telford and ICE 1990 BIRLA INSTITUTE OF TECHNOLOGY & LEISURE GHAZIABAD STRUCTURAL ENGINEERING RESEARC -H CENTRE STEEL CONCRETE COMPOSITE GIRDERS EPOXY BONDING TESTS LOADS MONITORING BEHAVIOUR PULSATING ULTIMATE FAILURES INVERTED...

...J R RIDDINGTON; M Z GHAZALI © Thomas Telford and ICE 1990 SUSSEX UNIVERSITY MALAYSIA TECHNOLOGY UNIVERSITY SHEAR JOINTS STRESS MORTAR SPECIMENS TRIPLETS PROGRAMS BEDS FAILURES SLIP LEVELS TESTS BRICKS BENDING ANALYSIS BONDS MASONRY PRECOMPRESSION TENSILE FINITE...

...KWJ TREADAWAY; RN COX; BL BROWN; JD SIMM; PG FOOKES; A SAFIER; JGM WOOD; B REEVES; PA COX; L COLLIS; AL GILBERTSON; J BARR; SD VENECANIN; JR STONER; PB HIRD; DJ POLLOCK; VJW HOAD; BN SHARP DURABILITY CORROSION STEEL CONCRETE RESISTING REINFORCED MATERIALS FAILURES EPOXY CHLORIDE...

... PLATING LONGITUDINAL STIFFENED ELASTIC FAILURES RESTRAINT ESTIMATING COLUMNS INITIAL COMPRESSIVE IMPERIAL COLLEGE HARDCASTLE AND RICHARDS Proc. Instn Cio.Engrs, Part 2,1989,87, Dec., 583404 PAPER 9480 STRUCTURAL ENGGRINOEUEPRING Torsional buckling and trippingstrength of slender flat...

...T M ROBERTS; H HAJI KAZEMI; D J OEHLERS © Thomas Telford and ICE 1989 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...