...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

...HM HAYDL; MJ BLACKLER; JGM WOOD © Thomas Telford and ICE 1988 ECCENTRIC SILOS DISCHARGES DESIGN PRACTICE DATA CIRCULAR BENDING TECHNIQUES PRESSURE METHODS ANALYSIS Proc. Instn Civ.Engrs, Part 2,1988,85, June, 371-372 DISCUSSION ON TN 490 STRUCTURENAGLINEERGINRGOUP Eccentric...

...HM HAYDL © Thomas Telford and ICE 1987 HMH RESEARCH & ENGINEERING COMPANY, KITC HENER, ONTARIO. ECCENTRIC DISCHARGES SILOS CIRCULAR CALCULATIONS BENDING MOMENTS METHODS WALLS PRESSURE ESTIMATING Proc. Instn Ciu. Engrs, Part 2,1987,83, June, 475480 TECHNNICOATLE 490...

... structure, and computed results are summarized for a more complex silo base transfer structure. Notation A , B scalars a radius of raft D l , flexural stiffness of raft and wall,respectively El. 2, Young's modulus of raft, wall and ground, respectively E , Young's modulus of ground in horizontal plane E...

...HM HAYDL; JGM WOOD © Thomas Telford and ICE 1984 FORCES CIRCULAR WALLS ECCENTRIC DISCHARGES SILOS DATA FINITE ELEMENTS TECHNIQUES FAILURES ANALYSIS FLOW ECONOMICS CODES Proc. Instn Ciu. Engrs, Part 2, 1984,77, Mar., 105--106 DISCUSSION ON TECHNICALNOTE 362 Additional forces...

...HM HAYDL; DIN 1055; ACI 313-77 © Thomas Telford and ICE 1983 CONSULTEC MISSISSAUGA ONTARIO FORCES SILOS CIRCULAR WALLS ECCENTRIC DISCHARGES LOADS DESIGN MATERIALS PRESSURE CODES AIDS MODELS BENDING MOMENTS AXIAL HOOP Proc. Instn Ciu. Engrs, Part 2,1983,75, June...

..., University of London My comments relate to the silo complex,"usedby the Authors as their final example in the Paper, which was also the subject of an independent analysis in 1979." In that analysis the soil was represented as a boundary element coupled to a simple plate bending finite element model...

... COMPRESSION CONDITIONS COMPATIBILITY FORMATION PROPAGATION CRACKS SEPARATION STIFFNESS STRESS MATRICES THEORY EXPERIMENTS SAND FACTORS TALL BUILDINGS SILOS STRAIN REPRESENTATION COMPUTERS PROGRAMS FINITE ELEMENTS INCREMENTAL ITERATIVE SHEAR MODULUS TENSION ECONOMICS INTERACTION...

...RT JENKYNS; GC DUNN; M HERZOG; RANKINE; J FABER © Thomas Telford and ICE 1979 OSCAR FABER CMGM PTY LTD CALCULATIONS DESIGN COSTS GRANULAR FLOW MATERIALS SILOS WALLS STRESS METHODS PRESSURE ECONOMICS BEHAVIOUR FRICTION COEFFICIENTS Proc. fnsrn Cio. Engrs, Pari 2...

...RT JENKYN; HA JANSSEN; MA REIMBERT © Thomas Telford and ICE 1978 CONSULTEC LTD ONTARIO Proc. ImrN Civ. Engrs, Part 2, 1978, 65, Dec., 821-838 8146 Calculation of material pressures for the design of silos The designofsilosoflargediameter and height, or for special purposes, requires...

...HM LAWSON; P MASON © Thomas Telford and ICE 1974 NOTTINGHAM CITY COUNCIL PELL MORCH FRISCHMANN REFUSE HEATING HOT INDUSTRIAL STATIONS ENERGY CONSERVATION POWER STATIONS SILOS POWER CONSTRUCTION INCINERATION PROJECTS WATER COAL SUPPLY DISPOSAL DESIGN SITE...

...D G MCGAREY © Thomas Telford and ICE 1964 BRITISH TRANSPORT DOCKS BOARD BAILEY KING GEORGE DOCK DOCKS DEVELOPMENT WORKS QUAYS CONSTRUCTION CARGOES SINGLE STOREY TRANSIT SHEDS CRANES TRAFFIC IMPROVEMENT ROADS RAILS FACILITIES EXTENSIONS GRAIN SILOS STORAGE...

...AA FULTON; WT MARSHALL; B MATHER; NC SMYTH; JAC BEAKE; MF KENNARD; W YOUNG; CK HASWELL; AC ALLEN CONCRETE FLY ASH MATERIALS CEMENT PORTLAND SHALE POZZOLANS PROPERTIES POWER STATIONS FOUNDATIONS MIXES DAMS HYDROELECTRIC SLURRY SILOS PERMEABILITY SPECIFICATIONS TUNNELS GROUTING...