... TRAVEL TIME DATA IMAGES MASS h o c . Instn Ciu. Engrs, Part 2,1990,89J,une, 289-293 TECHNNOICTAE L 526 GREONUGNINDEGERROINUGP Seismic tomography as a tool for monitoring condition of a concretedam J. SMITH, MSC* B. C .DYER, PhD? For many years the condition of a concrete gravity dam diagnosed...

... into account the fracture frequency or joint spacing of the rock mass. The average strength from Fig. 5 is about 12 MN/m2. The modulus ratio for poorly cemented sandstones and cemented mudstones and shales is 150. For the average RQD of 30% indicated by Fig. 4, H ~ b b gsiv~es ~a mass factor of 0.2. Hence...

... are shownin Figs 2 4 . 10. Mass movements and displacements. Massmovements and displacements may occur between adjacent concrete members of differing expansive potential giving differential movement in the structure (Fig. 5). Overall large scale movements may occur such aasn increase in crest level on a dam...

... MANAGEMENT SIMULATION EQUATIONS MASS DATA ENGLAND WALES UK Proc. Instn Ciu. Engrs, Part 2,1986,81, Dec., 535-548 9049 PAPER GROUP Statistical methods for calculating effluent discharge consents R. W. CRABTREE, BSc, PhD, MIWES, FRCS* I. D. CLUCKIE, BSc, MSc, PhD,MICE, MIWES,FRMetSt Several...

... PRELIMINARY EXCITATION TRANSVERSE WATER INTERNAL MASS ROTATIONAL WAVES RATIOS VALUE PRESSURE TURBULENT SCHELDT ANTWERP BELGIUM © Thomas Telford and ICE 1985 IMPERIAL COLLEGE Proc. Instn Ciu. Engrs, Part 2, 1985,79, Sept., 483-509 8901 PAPER ENGINEERING GROUP Progressive...

...RA FALCONER © Thomas Telford and ICE 1984 BIRMINGHAM UNIVERSITY FILL MATHEMATICS MODELS STUDIES SHALLOW CHARACTERISTICS FLUSHING BAYS TIDAL HYDRAULIC BOUNDARIES CONFIGURATION MASS OUTLINES NON LINEAR EQUATIONS MOMENTUM ADVECTIVE DIFFUSION SOLUTIONS NUMERICAL...

...AR BUCHAN © Thomas Telford and ICE 1984 STRATHCLYDE UNIVERSITY PETERHEAD SCOTLAND UK HARBOURS REFUGE BREAKWATERS WATER STRUCTURES WALLS VERTICAL BLOCKWORK FOUNDATIONS RUBBLE MOUND CONCRETE SEABED MASS CAST TIMBER FRAMES QUARRIES SUPPLY RAILWAYS RAW...

...AR BOKAIAN; F GEOOLA; ED OBAJAJU CROSS FLOW RESPONSES FLOW CYLINDRICAL STRUCTURES VIBRATIONS BLUFF CYLINDERS BEHAVIOUR AEROELASTIC RECTANGULAR VELOCITY RESONANCE VORTEX VORTICES MASS OSCILLATIONS © Thomas Telford and ICE 1984 Proc. Instn Ciu. Engrs, Part 2, 1984,77,Mar...

... INSTRUMENTATION MEASUREMENT BEARING PRESSURE WATER SETTLEMENT BASES LEVELS ESTIMATES SITES DISSIPATION DEFORMATION PARAMETERS DIFFERENTIAL BOREHOLES SOILS PROFILES ANALYSIS EFFECT LIVE DISTRIBUTION CALCULATIONS PERMEABILITY WEATHERED CELLS MASS CONSOLIDATION LYMM CHESHIRE UK...

... viscous damping coefficientof system coefficient of still fluid damping coefficient of drag coefficient of lift coefficient of added mass lateral force coefficient normalized power spectrum vortex shedding frequency frontal dimension of cylinder perpendicular to the flow direction response parameter...

...I W DAND; B P HASKINS © Thomas Telford and ICE 1982 NATIONAL MARITIME INSTITUTION BRITISH WATERWAYS BOARD SHIPS BOTTLENECKS BEHAVIOUR CHANNELS SIZE CONFIGURATION INTERACTION BANKS SQUAT MASS BERTHING MANOEUVRING WATERWAYS DESIGN DEPTH DRAUGHT RATIOS PORTS VESSELS...

...TG TSICNIAS; GL HUTCHINSON © Thomas Telford and ICE 1982 KINGS COLLEGE LONDON UNIVERSITY EVALUATION CODES TORSIONAL EARTHQUAKES RESISTANT DESIGN BUILDINGS SINGLE STOREY ECCENTRICITY COMPONENTS PROVISIONS CENTRES MASS RESISTANCE GROUND MOTION DYNAMICS EFFECT LATERAL...

... STOREY GROUND DYNAMICS PARAMETRIC RESPONSES INPUT VIBRATIONS EFFECT IRREGULAR SEISMIC EARTHQUAKES TORSION COUPLING MASS STOREYS MOTION SHEAR STUDIES STRUCTURES EQUATIONS MODAL PARAMETERS AMPLIFICATION VERTICAL Proc. Instn Ciu. Engrs, Part 2, 1981,71, Sept., 821-843 8478...

... GBS PERFORMANCE THAMES BARRIER PULVERISED MIXES STRENGTH BLENDED EFFECT GROUND FURNACES MASS RIVERS PFA SITES HYDRATES LABORATORIES PULVERISED FUEL ASH THAMES Proc. Instn Ciu. Engrs, Part 2, 1981, 71, 601-613 8366 DISCUSSION In situ measurement of the effect of partial...

...PB BAMFORTH; BS 1881 © Thomas Telford and ICE 1980 TAYLOR WOODROW IN SITU MEASUREMENT EFFECT PARTIAL PORTLAND CEMENT REPLACEMENT FLY ASH GROUND GRANULATED BLAST FURNACES SLAG GGBS GBS PERFORMANCE MASS CONCRETE MONITORING POURS TEMPERATURE STRAIN FOUNDATIONS...

... SM. l E R E t B. R. ELLIS, BSc? A new system of four synchronized eccentric mass vibrators has beenusedinforced vibration tests on damCso. rresponding calculations have been made using two-dimensional and three-dimensional finite elements, and for the gravity dam a proposed'l empirical formula...

...A ANDERSON MERZ AND MCLENNAN SURGES SHAFTS INSTABILITY STABILITY LAYOUT CONDUITS FLOW RESERVOIRS LINEARISED ANALYSIS TANDEM PUMPED STORAGE MASS OSCILLATIONS EQUATIONS © Thomas Telford and ICE 1979 .Proc. Instn Ciu. Engrs, Part 2. 1979, 61, Sept., 695-706 8221 A novel...

... ORGANISATION SCALE CONTRACTS COLLECTION TESTS CUTTERS CHARACTERISTICS MASS NUMERICAL POWER MOVEMENT GEOTECHNICS TRIALS FORMATION TUNNELS OBJECTIVES PRELIMINARY LABORATORIES RESEARCH PROCESSING PERFORMANCE PICKS HEADS GROUND PROPERTIES TOOLS SITE INVESTIGATION REACTIONS MEASUREMENT...

... DISCRETE COLUMNS PLANE MEDIUM RISE COMPUTERS TALL BEHAVIOUR FRAMEWORK MASS GRADES LOADS ANALYSIS CHANGE SECTIONS Proc. Instn Ciw. Engrs, Part 2, 1978, 65, Sept., 589-600 8117 Design studies of medium rise steel buildings The results of a number of design studies of medium rise steel...

... METHODS ANALYSIS FINITE ELEMENTS FIELD EIGENFUNCTIONS MASS TECHNIQUES -Proc. Instn Civ. Engrs, Part 2, 1977, 63, Mar., 93-103 7959 Buckalindg vibration of thin, flat-walled structures continuous over several spans K.Y . CHEUNG, PhD, DSc, FICE, FIStructE, FIE(Auet)* The finite strip method...