... Limited Licensed re-use rights only interaction rock TBM tunnels & tunnelling UN SDG 11: Sustainable cities and communities weathering D₁ diameter cut by the cutterhead D₂ outside diameter of the front shield...

...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...

...D MUIR WOOD; D M WOOD; SECED; AFPS © Thomas Telford and ICE 1998 BRISTOL UNIVERSITY UK SOCIETY FOR EARTHQUAKE & CIV ENG DYNAMICS ASSOCIATION FRANCAISE DU GENIE PARAS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS...

... g at mudline level. All these constraints have called for an original design of the foundations which minimizes the overall cost of the bridge, has a small impact on the environment and requires advanced design tools to account for the pronounced soil±structure interaction under seismic conditions...

... STRAIN LOADS LOADING TWO STAGE INTERACTION FINITE ELEMENTS DECOUPLED FOUNDATIONS FORCES CLAYS GRAVEL STEEL PIERS CONCRETE SAND STIFF ALLUVIAL FAILING SLOPES POWER STATIONS MARINE DEPOSITS LIMESTONE SILTSTONE MUDSTONE STATIC SLIP SURFACES DISPLACEMENT CALCULATIONS TAGUS...

... PROGRESSIVE EFFECT IN SITU BEHAVIOUR SOILS SEABED STRENGTH STRESS STRAIN MODELS STRATIGRAPHY PILES CAPACITY STRUCTURES INTERACTION EKOFISK NORTH SEA Geotechnical aspects of subsidence related to the foundation design of Eko®sk platforms Proc. Instn Civ. Engrs Geotech. Engng, 1997, 125...

...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...

...D M POTTS; T I ADDENBROOKE © Thomas Telford and ICE 1997 IMPERIAL COLLEGE GROUND MOVEMENT TUNNELLING INDUCED STRUCTURES TUNNELS BUILDINGS INFLUENCE STUDIES PARAMETRIC BENDING AXIAL STIFFNESS INTERACTION DAMAGE PARAMETERS DEFLECTION RATIOS STRAIN WIDTH SOILS...

... SOILS RESISTANCE PILES INTERACTION FRICTIONAL INTERFACE RA0 E T A L . Table 1. Analysis of published interlace fiction tests Author(s) (2) Potyondy' Yoshimiand Kishida' Acar et al? Levacherand Sieffert" Desai et al." Noorany" O'Rourke et ~ 1 . ' ~ Uesugi et UZ? Lahane et aZ'* Type of testing...

... comparatively littlecompressive load. However, the reduced permanent prop load may be due t o soil/prop interaction effects. These of a seriesof finite element analyses carried using the programCRISP (Britto and Gunn, out D.J. Richards, Research 1987L3 whichfeatures fully coupled consoli- Assistant. dation...

... STRESS PORE WATER PRESSURE BENDING MOMENTS BACK ANALYSIS EXCAVATIONS SOILS STRUCTURES INTERACTION INSTRUMENTATION INSTRUMENTS CONTIGUOUS CLAYS LONDON CLAY SITES PROPS MODELLING UNDERPASSES MODELS WALTHAMSTOW LONDON UK Comparison of the measured and computed...

... works outside thzeone of influence. This indicatesthe arbitrary nature of the definition of the zone of influence. Calibration of the soil-structure interaction model 22. The results of monitoring the first tunnel confirmed that thevolume of the settlement trough was aspredicted for a green field site...