... of the River Frome which crosses the site in a masonry culvert. Fill and estuarine alluvium overlie Keuper Sandstone with high groundwater levels. Beforeconstruction work could begin, over 100existing piles, whichobstructed theline of the perimeter wall and the basement piles, had to be removed. The 400 m long...

...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

...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...

...R ROYLES; A W HENDRY © Thomas Telford and ICE 1991 MODELS TESTS MASONRY ARCHES BRIDGES SPANS STRUCTURAL BEHAVIOUR EFFECT STRENGTH FILL SPANDRELS ACOUSTICS EMISSIONS TECHNIQUES METHODS RESPONSES APPLIED LOADS RISE RATIOS VAULTS SEMICIRCULAR DEFLECTION WINGS WALLS...

...S N SINHA; K S NARAINE © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF TECHNOLOGY ENERGY DISSIPATION BRICKS MASONRY CHARACTERISTICS TESTS CYCLIC BIAXIAL COMPRESSIVE LOADING CYCLES UNLOADING DIMENSIONLESS RATIOS STRAIN ENVELOPES GRAPHS PLASTIC LOADS BEHAVIOUR...

...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...

...S ALI; AW PAGE; J SPRINGFIELD Proc. Instn Civ.Engrs, Part 2,1989,81,June, 307-309 DISCUSSIOOPNNAPER 9313 STRUCTURAENLGINEERING GROUP Concentrated loads on solid masonry walls-a parametric study and design recommendations S . Ali and A. W. Page Mr J. Springfield, Carruthers & Wallace Limited...

... masonry structures like vaults and domes, which, for instance, differs fromtheAuthor'sprevioustreatment of thesemidome.His renewed advocacy of plastic methods for theanalysis of the stability of such structures, however, leaves important questions unanswered. To suggest that the only choice is between his...

... taking the lateral effects of fill into account in the assessment of masonry arch bridges, and it is surprising to learn that the Authors regard it as anew concept. The results of some of our work on the effects of lateral pressure are presented brieflyinreference 12. These results demonstrate...

...MZ GHAZALI; JR RIDDINGTON; BS 5628 Proc. lnstn Civ Engrs, Part 2,1988,85, Sept., 567-574 TECHNNICOATEL 505 STRUCTURAL ENGINEEGRRINOGUP Simple test method for masonry shear strength M. Z. GHAZALI, MSc, PhD, MIEM* J. R. RIDDINGTON, BSc, PhD, MICE? Masonry shear strength characteristics are currently...

...J HEYMAN; G POLENI © Thomas Telford and ICE 1988 CAMBRIDGE UNIVERSITY POLENI HISTORY STRUCTURES ANALYSIS DOMES CRACKING MASONRY STONE EQUILIBRIUM VAULTS PLASTIC ELASTIC PROBLEMS ROME ST PETERS ITALY URALT Proc. Instn Ciu.Engrs, Part 1,1988,84,Aug., 737-759...

...N COOKE; MA CRISFIELD; A JENNINGS; O VILNAY; TG HUGHES © Thomas Telford and ICE 1988 INSTABILITY MASONRY ARCHES EQUATIONS DEFLECTION DEFORMATION FILL STRENGTH LOADS METHODS ROTATION LOADING ANALYSIS BRIDGES RIVERS TENSION COMPUTERS PROGRAMS BEHAVIOUR FAILURES...

...S ALI; AW PAGE © Thomas Telford and ICE 1988 NEWCASTLE UNIVERSITY NSW WALLS MASONRY CONCENTRATION LOADS STRENGTH GEOMETRY FINITE ELEMENTS RATIOS STRESS STRAIN FAILURES MODELS BEHAVIOUR SIMULATION BRICKS DESIGN MORTAR JOINTS FAILURES AUSTRALIA Proc. Znstn...

...S ALI; AW PAGE © Thomas Telford and ICE 1987 NEWCASTLE UNIVERSITY NEW SOUTH WALES MASONRY NON LINEAR FINITE ELEMENTS ANALYSIS BEHAVIOUR CONCENTRATED METHODS MODELLING JOINTS BRICKS DEFORMATION MATERIALS MORTAR FAILURES TENSILE STRENGTH CRACKING PARTIAL LOADS Proc...

...N COOKE © Thomas Telford and ICE 1987 CANTERBURY UNIVERSITY CHRISTCHURCH, NEW ZEALAND INSTABILITY MASONRY ARCHES ANALYSIS METHODS LOADS RIBS DEFORMATION GEOMETRY BRIDGES DEFLECTION COLLAPSE MAGNITUDE CIRCULAR FILL VOUSSOIRS RIVERS TESTON KENT RIVER MEDWAY...

...N TAYLOR; PA MALLINDER © Thomas Telford and ICE 1987 SHEFFIELD CITY POLYTECHNIC SHEFFIELD METROPOLITAN CITY COUNCIL LIMIT STATE MASONRY THEORY NON LINEAR PROPERTIES RECTANGULAR AXIAL FORCES BENDING MOMENTS INTERACTION SECTIONS DISTRIBUTION STRAIN LINEAR STRESS CURVES...

...M DHANASEKHAR; AW PAGE © Thomas Telford and ICE 1986 NEWCASTLE UNIVERSITY NEW SOUTH WALES AUSTRALIA FILL BRICKS MASONRY INFILL PROPERTIES BEHAVIOUR FRAMES FINITE ELEMENTS MODELS SIMULATION RACKING LOADS PROGRAMS MATERIALS ELASTIC INELASTIC SURFACE FAILURES BONDS...

...JR RIDDINGTON; WEA SKINNER © Thomas Telford and ICE 1985 MITCHELL, MCFARLANE & PARTNERS FILL FAILURES CREEP BRICKS CONCRETE MASONRY REINFORCED STRESS BRICKWORK LOADS LATERAL RESISTANCE INITIAL GAPS BEHAVIOUR INFILL FRAMES COLUMNS Proc. InstnCin. Engrs, Part 2...

...M DHANASEKAR; AW PAGE; PW KLEEMAN NEWCASTLE UNIVERSITY NEW SOUTH WALES FILL FAILURES BRICKS MASONRY BIAXIAL STRESS THREE DIMENSIONAL SURFACE JOINTS TESTS ALTERNATIVE CLOSED ELLIPTIC CONES SHAPE INTERSECTING MODELLING SPACE INFILL FINITE ELEMENTS TECHNIQUES FACTORS...

...MA ROUF; F SAWKO © Thomas Telford and ICE 1985 BANGLADESH ENGINEERING TECHNOLOGY UNIVERSITY DHAKA LIVERPOOL UNIVERSITY SHEAR STRESS DISTRIBUTION MASONRY ELEMENTS STRAIN COMPRESSION PARABOLIC FORCES GEOMETRY PROPERTIES AXIS LINEAR THEORY SECTIONS MATERIALS NON LINEAR...