...W POWRIE; ESF LI © Thomas Telford and ICE 1991 QUEEN MARY & WESTFIELD COLLEGE LONDON UNIVERSITY ANALYSIS IN SITU RETAINING WALLS PROPPED FORMATION LEVELS PROPS EMBEDDED CANTILEVER MINIMISATION DEPTH BEHAVIOUR LIMIT EQUILIBRIUM FINITE ELEMENTS CENTRIFUGES MODELS...

... calculations. Gbotech- nique, 1980,30,No. 1,77-86. 9. BRITISH STANDARINDsSnrunoN. Foundations. BSI, London, 1986,BS 8C". 85 1 QUEEN MARY & WESTFIELD COLLEGE LONDON UNIVERSITY ENERGY LOSS PILES DRIVING SOILS RATES EFFECT HAMMERS MISALIGNMENT FORMULAE DESIGN DYNAMICS THEORY IMPACT...

...-weight suffix denoting final position after applied load Written discussion closes30 June, 1971, for publicationafter September, 1971. * Lecturer in the Department of Civil Engineering, Queen Mary College, London University. 465 TECHNICALNOTE 3 9 I Cables 127 m m c \I l 254 m m PLAN Fig. 1. General...

...B NATH © Thomas Telford and ICE 1971 LONDON UNIVERSITY COUPLED GRAVITY FORCED GROUND DEPTH FREQUENCY EXCITATION HYDRODYNAMICS DAMS MOTION DAMPING FORMULAE THEORY ARBITRARY RESPONSES HORIZONTAL RESERVOIRS NATURAL COUPLING 7308 Coupled hydrodynamic response...

...DG WILLIAMS; JC CHAPMAN © Thomas Telford and ICE 1969 LONDON UNIVERSITY IMPERIAL COLLEGE EFFECT UNIFORM ORTHOTROPIC STIFFENED IN PLANE SHEAR LOADS PLATES CELLULAR DEFORMATION RECTANGULAR BEHAVIOUR TRANSVERSE Thefollowing is a summary of a Paper to bepublished...

...J ALLEN; K J ENEVER © Thomas Telford and ICE 1968 LONDON UNIVERSITY BRITISH HYDROMECHANICS RESEARCH ASSOC WATER OPEN DIGITAL THEORY SLOPES VELOCITY EXPERIMENTS SURFACE CHANNELS COMPUTERS RESEARCH DISTRIBUTION PROFILES FLOW STEADY COEFFICIENTS 7164 Water surface...

...A D ROSS © Thomas Telford and ICE 1956 KINGS COLLEGE LONDON LONDON UNIVERSITY HEAT FLOW STEAM CONCRETE PRODUCTS CURING STRENGTH INVESTIGATIONS TEMPERATURE TIME SPACE HYDRATION PORTLAND CEMENT TESTS EFFECT GROWTH SIZE INTERNAL GRADIENTS INTEGRAL TREATMENT...