...A R PICKLES; R TOSEN © Thomas Telford and ICE 1998 HONG KONG AIRPORT AUTHORITY LAND RECLAMATION SETTLEMENT AIRPORTS CONSTRUCTION SITES GROUND CONDITIONS PREDICTION TESTS IN SITU LABORATORIES RESIDUAL GEOLOGY CRUST CLAYS SILT GRAVEL SAND FILL ROCKS ROCKFILL...

...C D E ROGERS; D N CHAPMAN; SAGASETA; VAFAEIAN © Thomas Telford and ICE 1998 BIRMINGHAM UNIVERSITY GROUND MOVEMENT TRENCHLESS PIPELAYING OPERATIONS MODELLING ANALYTICAL MODELS SOLUTIONS CLOSED FORM PREDICTION DISPLACEMENT TUNNELS THEORY ANALYSIS METHODS TESTS...

..., who have proposed empirical prediction methods which can be used as a basis for preliminary assessment of potential vibration levels. This paper brings together these predictors into a single document which will enable informed preliminary predictions to be made. In locations where the potential...

...C M MERRIFIELD; J M CAREY © Thomas Telford and ICE 1998 MANCHESTER UNIVERSITY BECHTEL WATER TECHNOLOGY GROUND ANCHORAGES BEHAVIOUR CYCLIC LOADING DESIGN GROUTED MODELS PREDICTION INTERACTION LOADS REPEATED CYLINDRICAL VERTICAL INSTALLATION GROUTS MODELLING...

... of the secondary compression portion of the log10 e 2 log10 t curve expressed as Ä(log e)aÄ(log t) and called the `secondary compression factor', m, proves to be a better alternative to Cáå and the prediction of secondar y settlement is improved. Keywords: design methods & aids; foundations; geotechnical...

...A B FOURIE; M G ANDERSON; J HARTSHORNE; D M LLOYD; A OTHMAN; CHASM; GREEN; AMPT © Thomas Telford and ICE 1998 BRISTOL UNIVERSITY PERUNDING ZNA KUALA LUMPUR SLOPES INSTABILITY RAINFALL INDUCED PREDICTION STABILITY SOILS METHODS MODELS COMPUTERS Predicting rainfall-induced...

... BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL PREDICTION Permanent soil deformations after Proc. Instn earthquakes ± implications for design Civ. Engrs Geotech. Engng, 1998, 131, Jan., 1±3 D. Muir Wood Six...

...A K C SMITH; S C R LO; K S LI; T CAMERON © Thomas Telford and ICE 1997 FUGRO PILES RESISTANCE LIMIT STATE DESIGN ASSESSMENT MODELS CAPACITY MEAN GEOMETRIC RATIOS PREDICTION CALCULATIONS The assessment of characteristic pile resistance in limit state design S.-C. R. Lo...

... SETTLEMENT PREDICTION METHODS VOLUME STRESS STATE SOILS CELLS OEDOMETERS INSTRUMENTS INSTRUMENTATION CONSOLIDATED OVER CONSOLIDATED SATURATED UNCEMENTED Determination of the coef®cient of consolidation from independent measurements of permeability and compressibility P. S. R. Narasimha Raju...

...N C CONSOLI © Thomas Telford and ICE 1997 RIO GRANDE DO SUL FEDERAL UNIVERSITY PORTE ALEGRE TAILINGS SEDIMENTATION PERFORMANCE PREDICTION MEASUREMENT ROCKS SLURRY MINERALS EXTRACTION BYPRODUCTS IMPOUNDED IMPOUNDING DAMS RESERVOIRS CAPACITY WASTE MATERIALS PARTICLES...

...R J BRIDLE; M C R DAVIES; CRESOL © Thomas Telford and ICE 1997 WALES UNIVERSITY CARDIFF SOIL NAILING SOILS NAILING NAILS TENSION SHEAR ANALYSIS EXPERIMENTS ASSESSMENT BOX TESTS INTERACTION PREDICTION STRENGTH REINFORCEMENT PLASTIC HINGES SLIP SURFACE COMPUTERS...

...M L LINGS Predicting the shaft resistance of driven pre-formed piles in sand Proc. Instn Civ. Engrs Geotech. Engng, 1997, 125, Apr., 71 84 M. L. Lings, MA, MSc, DIC, CEng, MICE Paper 11001 Written discussion closes 16 June 1997 j An empirical method for predicting the shaft resistance of driven...

... enable predictions to be made of ground movements, an important factor when considering the serviceability limit state. These predictions agree favourably with observations. The pressuremeter family is the most versatile of any testing equipment since it allows tests to be carried out in any type...

...J N KAY © Thomas Telford and ICE 1997 HONG KONG UNIVERSITY PILES DRIVEN CAPACITY ULTIMATE SAND CLOSED FORM STRESS VERTICAL EFFECTIVE SLENDERNESS RATIOS THEORY RESEARCH CONES PENETRATION TESTS ENDS BEARING CAPACITY PREDICTION DENSITY SOILS PILING Ultimate...

.... This appears to imply that the ultimate pile resistance predicted by a suitable design model can be taken as the characteristic pile resistance. The commentary of AUSTROAD (1992)6 also implies that, for a range of design models, Rk = R The EC-7 (1993)4 application rules for pile designbased on soil testing...

...A B FOURIE SLOPES INSTABILITY RAINFALL INDUCED PREDICTION FAILURES SHALLOW WATER INFILTRATION STEEP RESIDUAL SOILS RAIN MECHANISMS IN SITU SUCTION INGRESS WETTING SHEAR STRENGTH STABILITY TECHNIQUES METHODS EVENTS INTENSITY DURATION RETURN PERIODS CRITICAL DEPTH...

... of backfilling operations and the cessation of any pumping operations affecting the local groundwater table. However, such a rebound can be influenced by adjacent mining activities, past and present. Settlement prediction 13. The observations made in this work and other published work demonstrate that backfill...

...U BOLTZE; M H DE FREITAS; M H D FREITAS © Thomas Telford and ICE 1996 SIMECSOL IMPERIAL COLLEGE GAS GENERATING SITES LANDFILL FILL PRESSURE ATMOSPHERIC CHANGE EMISSIONS DANGEROUS EXPLOSIONS RISKS THRESHOLD MODELS PREDICTION LEVELS FALLS CASE STUDIES DIAGRAMS...

...,an improvement to any of the steps will be reflected by a corresponding improvement in the final prediction. This paper shows how the second stage of the settlement assessment process may be more accuratelyaccomplished. 7. Althoughsettlementatshallow levels will undoubtedly be the most important consideration...

...D C SHOHET © Thomas Telford and ICE 1995 OSCAR FABER SOILS CLAYS PREDICTION IN SITU HORIZONTAL STRESS MEASUREMENT UNDRAINED SHEAR STRENGTH PLASTICITY INDEX VERTICAL EFFECTIVE EMPIRICAL RELATIONSHIPS SITES DATA LABORATORIES LONDON CLAY GAULT CLAY GAULT EROSION...