...Shi Wang, MSc; Junjie Wang, PhD; Yuyan Chen, MSc; Yufang Zhang, PhD Expanded polystyrene (EPS) inclusions are placed between rigid anti-slip pile-free sections and slopes, causing soil displacement and transforming the lateral earth pressure from a static to an active state. This study proposes...

...Q. Zhang, BEng; Z. Zhang, MPhil, PhD; F. Yu, MPhil, PhD; J. Liu, MPhil In this study, well-instrumented field tests on bored piles were conducted at two construction sites in Zhejiang, China. At the first site, three bored piles in clay deposits overlying rock were load-tested to investigate...

... be achieved. © 2006 Thomas Telford Ltd 2006 geotechnical engineering piles retaining walls Case C analysis is to check the overall stability (in addition to checking the strength of the structural sections), and could have been applied to the maximum excavation stage in isolation, which...

... the effect of the means of speci®cation on the reported magnitude. There are many mechanized construction processes which are potential sources of intrusive levels of vibration, including piling, vibratory compaction, dynamic compaction and tunnelling. These have been the subject of studies by many authors...

...E FARRELL; B LEHANE; M LOOBY IRELAND EIRE EUROPE PILES DRIVING INSTRUMENTATION CLAYS BOULDER BOULDER CLAY DUBLIN CLAY BLACK CLAY PRECAST CONCRETE TESTS INSTRUMENTS WIRE GAUGES VIBRATING PROBES PORE PRESSURE SHAFTS COMPRESSION TENSION PULL OUT LOADING CAPACITY...

...W H CRAIG © Thomas Telford and ICE 1998 MANCHESTER UNIVERSITY FOUNDATIONS SPUDCANS INSTALLATION DEEP PENETRATION REMOVAL EXPERIMENTS MODELS LOADING SIMULATION LOADS OFFSHORE JACK UP RIGS CENTRIFUGES MODELLING SITES SAND PRELOADING STATIC PILES CRAIG Spud-can...

...K SOGA © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY EARTHQUAKES SOILS LIQUEFACTION EFFECT DAMAGE FILL MATERIALS GROUND SETTLEMENT PORTS QUAYS WALLS CONCRETE CAISSONS DISPLACEMENT PILES WAREHOUSES STRUCTURES FRACTURE MOVEMENT SUBSIDENCE SITES IMPROVEMENT...

... 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...

...J PAPPIN; J RAMSEY; E BOOTH; Z LUBKOWSKI; DASYS © Thomas Telford and ICE 1998 OVE ARUP PILES SEISMIC RESPONSES DESIGN STUDIES SOILS SOFT DEFORMATION EARTHQUAKES STRUCTURES WAREHOUSES BRIDGES JETTIES METHODS ANALYSIS PILING MODELLING MATHEMATICAL MODELS SHEAR...

...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...

...P BROUGHTON; T R ALDRIDGE; N B NAGEL; DYNAFLOW; ABAQUS © Thomas Telford and ICE 1997 PHILLIPS PETROLEUM IMPERIAL COLLEGE FUGRO FOUNDATIONS DESIGN PLATFORMS EKOFISK SUBSIDENCE GEOTECHNICS STEEL PILED JACKETS FINITE ELEMENTS ANALYSIS CRUST MEASUREMENT MOVEMENT...

...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...

...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...

... and settlements of shallow and piled foundations, and the capacities of horizontally loaded piles and ground anchors. Pressuremeter test curves can be interpreted using a consistent framework to produce realistic values of in situ stress, stiffness and strength. Secant moduli and non-linear stiffness pro les...

...R DRISCOLL; B SIMPSON; R THOMPSON; J FINDLAY; M BOLTON; N BROOKS; EUROCODE 7 STENT FOUNDATIONS GEOTECHNICS DESIGN EUROCODES GEOTECHNICAL RULES GENERAL CODES SPREAD FOUNDATIONS SHEAR STRENGTH UNDRAINED CLAYS LONDON CLAY PILES LIMIT STATE STRUCTURES RETAINING GRAVITY...

... angleandcohesion.Such a procedure, which requires strong prior knowledge (in the application of Bayesian statistics) or running a number of tests, may not be practical for determining characteristic pile resistance. The draft Geo-Guide 6 (1994) suggests the use of best-estimate value as the characteristic value...

...B H FELLENUS; A A ALTAEE; F H KULHAWY © Thomas Telford and ICE 1996 CORNELL UNIVERSITY DEPTH CRITICAL PILES LOADS SOILS IN SITU CHARACTERISTICS BORED SHAFTS RESISTANCE DISCUSSION Critical depth: howit came into beingProc. Instn civ.Engrs and whyit does not exist...

...W G K FLEMING; R S OSBOURNE; R SMYTH OSBOURNE © Thomas Telford and ICE 1996 PILES PILING CFA CONTINUOUS FLIGHT AUGER MONITORING CONTROL TORQUE PENETRATION SOILS DISCUSSION The understanding of continuous Proc. Instn Civ. Engrs flight auger piling,its monitoring...

...V M TROUGHTON; M STOCKER; P A THOMPSON INFORMAL DISCUSSION Base and shaft grouted piles Introducers K M. Troughton and M. Stocker Reporter P A. Thompson Proc.lnstn Civ. Engrs Geotech. Engng, 1996, 119,July, 18&192 Ground Board Geotechnical Engineering Panel Base grouting of piles Mr Troughton...

...D ROWBOTTOM; D THOMPSON; K JOHNSON; P G ALLEN; B G CLARKE; D WAITE; ISTRUCTE © Thomas Telford and ICE 1996 BRITISH STEEL INSTITUTION OF STRUCTURAL ENGINEERS ISTRUCTE STEEL CONSTRUCTION INSTITUTE DEW GROUP FEDERATION OF PILING CONTRACTORS SHEETPILING PERMANENT STRUCTURES...