..., these are examined to see how they contribute to the generally sceptical attitude of engineers towards dynamic pile-driving formulae, andto thecontinuingpopularity of these formulae for designing piles. Two major factors are identified: the first relates to the omission of rate effects in dynamic formulae, while...

...M H MURRAY; G MILLAR © Thomas Telford and ICE 1991 CENTRAL QUEENSLAND UNIVERSITY COLLEGE KINHILL CAMERON MCNAMARA DYNAMICS RESPONSES FORMWORK CONCRETE VIBRATIONS RESEARCH PERFORMANCE PANELS INVESTIGATIONS PRESSURE DISPLACEMENT FORMS COMPACTION ADJACENT FRESH POKERS...

... significantly larger loads than hadbeen designed for these piles. Static and dynamic testing confirmed that seven of the eight piles were not capable of sustaining design loads within the settlement limits, and these piles werereplaced. 62. For the ensuing piling contracts, four methods for constructing...

...A S ELNASHAI; K TAKANASHI; A Y ELGHAZOULI; P J DOWLING Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 259-272 BBSUOTIARLUDRADCI9NN7TDG1U4PRAAPLER Experimental behaviourof partially encased compositebeam-columns under cyclic and dynamic loads A. S . ELNASHAI, p m , DE* K. TAKANASHI, PhD? A. Y...

... NATURAL LAYOUT CABLES DYNAMICS TROPICS PENANG MALAYSIA ASIA Proc. Instn Ciu. Engrs, Part 1,1990,88, Aug., 551-570 9492 STRUCTGURROAULPENGINEERING Penang Bridge Project : superstructurdesign and construction R.McCABE, PE* CHIN FUNGKEE, PE, DSc(Belfast),FEng, HonFICE, FIStructE, HonFIEMt...

...YM CHIEW; BW MELVILLE © Thomas Telford and ICE 1989 NANYANG TECHNOLOGICAL INSTITUTE SINGAPOR AUCKLAND UNIVERSITY LOCAL SCOUR BRIDGES PIERS NON UNIFORM SEDIMENTS CYLINDRICAL COHESIONLESS EXPERIMENTS LIVE BED DYNAMICS EQUILIBRIUM RECIRCULATING FLUMES CONTINUOUS INPUT...

...SIR A BAILEY; CGB MITCHELL; J HARFORD; AH RHODES; DG POWELL; TRRL VEHICLES HIGHWAYS DESIGN ECONOMICS OPERATION EFFECT LOADS PAVEMENTS AXLES PAYLOADS BOGIES SUSPENSION DYNAMICS ROADS GROSS WEIGHT GVW COSTS CODES TRACK RESEARCH WHEELS TYRES FORCES OVERLOADING WEAR...

... CALCULATIONS PLANAR FINITE ELEMENTS MODELS NODAL DEGREES FREEDOM BENDING THREE DIMENSIONAL NATURAL FREQUENCIES MODAL SHAPE MEASUREMENT TRANSIENT VIBRATIONS WIND TRAFFIC ACCELERATION VERTICAL VECTORS DYNAMICS DISPLACEMENT PSEUDO STATIC HUMBER BRIDGE CABLES SIDESPANS FLEXIBILITY...

... PARAMETERS TRANSITIONAL DEPTH VALUE VARIATIONS DESIGN COASTAL ENGINEERING SEDIMENTS DYNAMICS SHINGLE BEACHES DEVELOPMENT TECHNIQUES EFFECT SURFACE ELEVATIONS MONITOR LOGGING CALIBRATION SOFTWARE INSTALLATION OPERATION COMPUTERS DISTRIBUTION VALUE SHOREHAM SUSSEX WEST SUSSEX...

...JA HARISON; MC GRANT; A NATAATMADJA; GR WOODMAN © Thomas Telford and ICE 1989 ROUGHTON MONASH UNIVERSITY AUSTRALIA PROPRTY SERVICES AGENCY CORRELATION CBR CALIFORNIA BEARING RATIOS DYNAMICS CONES PENETROMETERS STRENGTH MEASUREMENT SOILS LABORATORIES INSTRUMENTS IN SITU...

...D G E SMITH © Thomas Telford and ICE 1989 SCOTT WILSON KIRKPATRICK FOUNDATIONS DIESEL GENERATORS DOCKYARDS NAVAL PERFORMANCE DESIGN BLOCKS PILES RAKES INVESTIGATIONS RAFTS REMEDIAL REPLACEMENT SETS FAILURES DIFFERENTIAL DYNAMICS CHARACTERISTICS FORECASTS...

... RECORDS DYNAMICS EFFECT PARAMETERS LATERAL COUPLING VALUE BUILDING EQUATIONS ALTERNATIVE PROCEDURE ECCENTRIC TORSION ECCENTRICITY EUROPE Proc. Instn Ciu. Engrs, Part 2,1988,85, Dec., 5 8 7 4 7 PAPER 9210 STRUCTURAL ENGGRINOEUEPRING Evaluationof the secondary torsional design...

...ED BOOTH; JW PAPPIN; JJB EVANS © Thomas Telford and ICE 1988 OVE ARUP & PARTNERS ANALYSIS CAD COMPUTERS ANALYSIS DESIGN AIDED AIDS METHODS RESISTANT LOADING LOADS EARTHQUAKES STRUCTURES TECHNIQUES SOFTWARE SEISMIC DYNAMICS FORCES EXTERNAL STRESS INTERNAL...

... the wheeltracks. This would also have been time-consuming, costly and disruptive of the pavement. Dynamic cone penetrometer (DCP) tests were therefore used to obtain the desired coverage of strength testing along the runway, particularly of the rutted areas, after having first established a CBR/DCP correlation...

...JA HARISON Proc. Instn Ciu.Engrs, Part 2, 1987,83, Dec., 833--844 TECHNNOICTEAL 463 GREONUGNINDEGERROINUGP Correlation between California bearing ratio and dynamic cone penetrometer strength measurement of soils J. A. HARISON, IR, MSc* The dynamic cone penetrometer(DCP) has been widely used...

... structural dynamic properties, and it is envisaged that this technique could be successfully usedon many civil engineering structures. Notation c damping coefficient(% critical) c(n) nth damping coefficient( Vo critical) E Young s modulus / frequency(Hz) / ( t ) applied force F ( o ) Fourier transform of/(t...

... underestimating maximum values of dynamic displacements and stresses. Introduction The ground disturbance producedby an earthquaketravels from its source with a finite speed, which is generally in the range 25Ck2000 m/s, dependingon the type of soil and rock throughwhich it has to travel; and in its progress from...

...JMW BROWNJOHN; AA DUMANOGLU; RT SEVERN; CA TAYLOR © Thomas Telford and ICE 1987 BRISTOL UNIVERSITY BRIDGES SUSPENSION RIVERS VIBRATIONS AMBIENT MEASUREMENT TESTS RELIABILITY STRUCTURES PLANNING MATHEMATICS MODELS METHODS DYNAMICS PARAMETERS WIND TRAFFIC VERTICAL...

...P SWANNELL; CW MILLER Proc. Instn Ciu.Engrs, Part 2, 1987,83, Sept.,613-635 PAPER 9197 ETNGRGRAIONNUSEPEORRINTG Theoretical and experimental studies of a bridge-vehiclesystem P. SWANNELL, BSc, PhD, MICE, MIEAust* The Paper describes studies of the dynamic behaviour of a highway bridge, in which...

... ESTIMATES TESTS LABORATORIES STUDIES CONSOLIDATED OVER CONSOLIDATED METHODS CORRELATION DATABASES BOREHOLES DEPTH DYNAMICS PENETRATION PILES LOADS GRANULAR CEMENT RESIDUAL GNEISSIC GNEISS QUARTZ TRIAXIAL EQUATIONS CHIMNEYS WIND COMPRESSIBILITY PRESSURE BRIDGES FOOTINGS...