... model anchors installed vertically in the ground. All tests undertaken on the geotechnical centrifuge ensured that the anchors were correctly subjected to ®eld-scale stresses. Keywords: anchors & ancorages; models (physical); research & development Introduction In the design of grouted ground anchorages...

... to a closed-form procedure and extended to include explicitly the decreasing in uence of vertical effective stress and pile slenderness ratio with progressive increase in the magnitude of these parameters. In formulating the proposal, the author has endeavoured to combine, in an appropriate way, fundamental...

...M MAHMOUD © Thomas Telford and ICE 1997 TERRA ENGINEERING DID CONSULTANTS WS ATKINS BOREHOLES INSTRUMENTATION VERTICALITY INSTRUMENTS DEVIATION MEASUREMENT VERTICAL MEASURED UNDERGROUND TUBES TUNNELS RAILWAYS CLAYS LONDON CLAY STIFF DRILLING TECHNIQUES METHODS...

...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...

...M MAHMOUD; E BURLEY © Thomas Telford and ICE 1994 W S ATKINS QUEEN MARY & WESTFIELD COLLEGE LONDON UNIVERSITY PILES SAND LOADS LATERAL CAPACITY SINGLE MODELS BEHAVIOUR UNRESTRAINED FREE HEAD VERTICAL COHESIONLESS SEABED STATIC JETTING JACKS TANKS INSTALLATION...

... RAILWAYS LIGHT RAIL UNDERGROUND EXTENSIONS TUNNELS TUBES BOILERS ELECTROLEVELS DAMAGE BEAMS PLATES BASEMENTS CRACKS TRANSDUCERS EXTENSOMETERS INVAR DATA TUNNELLING IMPACT WIDTH DEMEC INSTRUMENTS INSTRUMENTATION AUTOMATIC SUBSURFACE VERTICAL FOUNDATIONS WATER LEVELLING LEVELS...

...H L JESSBERGER; BRIGEOSOC © Thomas Telford and ICE 1994 RUHR UNIVERSITY BRITISH GEOTECHNICAL SOCIETY BRIGEOSOC FILL LANDFILL GEOTECHNICS DESIGN CONSTRUCTION CALCULATIONS METHODS WASTE LOADS VERTICAL DEFORMATION SLOPES STABILITY HYDRAULIC CONDUCTIVITY MINERALS LAYERS...