...IF SYMONS; KZ ANDRAWES; LA WOOD; COLLINS; RT MURRAY; CRI CLAYTON; M GAYNOR; B SIMPSON; JM MAWDITT; C JONES © Thomas Telford and ICE 1989 STRATHCLYDE UNIVERSITY SURREY UNIVERSITY BULLEN AND PARTNERS DEPARTMENT OF TRANSPORT CONVENTIONAL PILOT INVESTIGATIONS FILL BEHAVIOUR...

...R BURROWS; KHM ALI © Thomas Telford and ICE 1988 LIVERPOOL UNIVERSITY RECTANGULAR SHAFTS CONFIGURATION STORMS SEWAGE SEWERAGE OVERFLOWS STRUCTURES HEADS DIFFERENTIAL CHAMBERS RETENTION VOLUME DESIGN DIMENSIONS CONVENTIONAL PERFORMANCE PARTICLES EFFICIENCY TESTS...

...GIB RANKIN; AE LONG PREDICTION PUNCHING STRENGTH PANELS DEFLECTION INTERIOR SLABS COLUMNS CONVENTIONAL COMPRESSIVE ACTION ENHANCEMENT MEMBRANES EXPANSION TESTS LATERAL SHEAR FLEXURAL LOADS CORRELATION PRESTRESSED ECCENTRIC CODES PROCEDURE © Thomas Telford and ICE...

...DA GREENWOOD; TA MCNULTY © Thomas Telford and ICE 1987 CEMENTATION RESEARCH LTD CEMENTATION PILING & FOUNDATIONS ANCHORAGES GROUND SHEAR TUBES ANCHORS LOADS STRAIN DISTRIBUTION CAPACITY LENGTH BONDING MATERIALS FIELD TESTING AXIAL CONVENTIONAL STRESS Proc...

...RF COXON; AD VICCARS © Thomas Telford and ICE 1987 ENGINEERING & POWER DEVELOPMENT CONSULTA NTS LTD CITY OF HULL HYDROPOWER POWER CONVENTIONAL PUMPED STORAGE GENERATION INFRASTRUCTURE BARRAGES TIDAL PLANNING ENERGY WATER HYDROELECTRICITY UK C O N G R E S SD...

...GIB RANKIN; AE LONG PREDICTION PUNCHING STRENGTH SLABS COLUMNS SPECIMENS CONVENTIONAL FAILURES METHODS FLEXURAL SHEAR YIELD REINFORCEMENT CONCRETE CRUSHING CRACKING CAPACITY MOMENTS LINEAR DUCTILITY STRESS TESTS SECTIONS © Thomas Telford and ICE 1987 QUEENS...

... CONVENTIONAL PIPELINES SUBMARINE HONOLULU HAWAII HAWAII USA Proc. InstnCio. Engrs, Part 2,1987,83, Mar., 4 S 5 9 PAPER 9018 MARITIME EGNRGOIUNPEERING Forces exertedby shallow ocean waves on a rigid pipe set at an angle to tflhoew R. A. GRACE, PhD* J. M. ANDRES, MS? E. K. S . LEE, BS$ A test...

... CONVENTIONAL BASES RESPONSES ACCELERATION MEASUREMENT EARTHQUAKES SAFETY ENERGY ABSORPTION RING HORIZONTAL BEAMS VERTICAL REINFORCEMENT LINTELS PILOT PLATFORMS SHAKING DAMAGE RESISTANCE LOADS SHOCKS PREDICTION PROTOTYPES STRENGTH CAPACITY MORTAR BONDS CRACKING SEISMIC FORCES...

...DM FINLAYSON; JR GREENWOOD; CG COOPER; NE SIMONS © Thomas Telford and ICE 1984 W S ATKINS DEPARTMENT OF TRANSPORT SURREY UNIVERSITY EMBANKMENTS FAILURES M25 MOTORWAYS ORBITAL BULK EARTHWORKS COMPLETION SAFETY FACTORS CALCULATIONS CONVENTIONAL SLIP ANALYSIS SLIP...

...SC FAN; YK CHEUNG © Thomas Telford and ICE 1983 HONG KONG UNIVERSITY HALCROW ASIA STATIC ANALYSIS BOX GIRDERS BRIDGES SPLINE FINITE STRIP METHODS DISPLACEMENT STRIP FUNCTIONS LONGITUDINAL CONVENTIONAL TRANSVERSE SHAPE ENDS INTERIOR SUPPORTS PROBLEMS MATRIX...

... CONDITIONS THEORY DISPLACEMENT FLOTATION BUOYANCY WEIGHT PRACTICE MOMENTS CONVENTIONAL SUBGRADE MODELLING FAILURES STATIC BASES SEPARATION EFFECTIVE Proc. Insln Ciu. Engrs, Part 2, 1979,67, June, 475-482 8214 Structuraol verturning andbuoyancy Structuresshould...

... CONVENTIONAL LINEAR TRAFFIC ZEBRAS WIDTH CALCULATIONS METHODS ENTRY FLOW CROSSINGS CIRCULATORY Proc. Instn Ciu. Engrs, Part 2, 1978, 65, Dec., 977-982 8105 DISCUSSION A new procedure for capacity calculations at conventional roundabouts R . ASHWORTH & C. J. D. LAURENCE M r G. Maycock, Transport...

...R ASHWORTH; JC TANNER; CJD LAURENCE; JD WARDROP © Thomas Telford and ICE 1978 SHEFFIELD UNIVERSITY DEPARTMENT OF ENVIRONMENT CAPACITY CONVENTIONAL PRIORITY FLOW HEAVY OFFSIDE SECTIONS MODELS PROCEDURE ROUNDABOUTS SECTIONS ENTRY DESIGN DATA ALTERNATIVE CALCULATIONS...

... LIGHT ROOFS CONSTRUCTION PROFILED APEX CONVENTIONAL THEORY PRODUCTION SYSTEMS BENDING Proc. Instn Civ. Engrs, Part 2,1977, 63, June, 271-292 8008 Design and testing of a light gauge steel folded plate roof The Paper describes the design, construction and testing of a light gauge steel roof...

... COMPUTERS LINEAR INTER CONNECTED FLAT THREE DIMENSIONAL LATERAL STIFFNESS CONVENTIONAL OPEN FLOORS PROGRAMS STRUCTURAL Proc. Instn Ciu. Engrs, Part 2, 1976, 61,Dec., 711-724 7952 Thefefewocaftrping on inter- connected shear wall-f lat plate structures A general three-dimensional method...

...MS TROITSKY; AR CUSENS; AK AZAD; YC LOO © Thomas Telford and ICE 1973 DUNDEE UNIVERSITY ANALYSIS BRIDGES METHODS STRESS ORTHOTROPIC DECKS BEAMS GIRDERS STEEL STIFFNESS CONVENTIONAL 761 2 DISCUSSION Analysis of orthotropic steel bridge decks by a stiffness method M. S...

...J HEYMAN; C J PADFIELD © Thomas Telford and ICE 1972 CAMBRIDGE UNIVERSITY MASONRY STUDIES CONVENTIONAL LOADS VOUSSOIRS BRIDGES ASSESSMENT THRUST LINE LINES THRUST SPANS PUNCHING SAFETY ANALYSIS EMPIRICAL FOOTBRIDGES CLARE COLLEGE CAMBRIDGE UK 7554 Two...

...DL HEATH; JM WATERS; MJ SHENTON; RW SPARROW © Thomas Telford and ICE 1972 BRITISH RAILWAYS BOARD RESEARCH DESIGN TRACK MEASUREMENT STRESS STRUCTURAL CONDITIONS SOILS TESTS SUBSOIL FIELD CONVENTIONAL FOUNDATIONS DISTRIBUTION SUBGRADE CONFIGURATION TRIAXIAL DEFORMATION...

...A GRZYWIENSKI 7313 Failure of conventional dams by overtopping The Paper describes some of the less usual hydraulic model tests carried out at the laboratories of the Institute of Technology in Vienna. A certain rockfill dam, over 100 m high,was chosen as a prototype. The dam and the valley...