...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...

... CENTRIFUGES METHODS TESTS SAND MERSEY RIVER SAND ANCHORS INSTRUMENTS INSTRUMENTATION SOILS STRUCTURES CENTRIFUGES Behaviour of ground anchorages under cyclic loading C. M. Merri®eld, BSc(Eng), PhD, CEng, MICE and J. M. Carey, BSc, MEng, PhD j In the design of grouted ground anchorages...

... respectively the shaft under construction and the entrance of the short tunnel at the shaft bottom. Down to a depth of 35 m, the shaft wall is supported by relatively light steel beams, which are instrumented to measure the earth pressure (Fig. 4). Among the ®eld instrumentation shown, the inclinometer B (Figs...

... 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...

...C M HABERFIELD © Thomas Telford and ICE 1997 MONASH UNIVERSITY ROCKS SAND WEAK CEMENTED PRESSUREMETERS TESTING TESTS INSTRUMENTS INSTRUMENTATION ANALYSIS PROPERTIES MATERIALS COHESIVE FRICTIONAL BEHAVIOUR BRITTLE JOINTS BEDDING PLANES DRAINED UNDRAINED SILTSTONE...

... as results from other tests such as triaxial tests can be used. 9. While the main use of pressuremeter tests is to obtain a ground response curve to produce design parameters, they have also been used to calibrate instruments such as total pressure cells, to determine changes in properties following ground...

...B G CLARKE; MENARD © Thomas Telford and ICE 1997 NEWCASTLE UNIVERSITY GROUND INVESTIGATIONS PRESSUREMETERS TESTING TESTS INSTRUMENTS INSTRUMENTATION INSTALLATION TECHNIQUES METHODS RESPONSES CURVES INTERPRETATION STRESS IN SITU HORIZONTAL SELF BORING PREBORED PUSH...

...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...

... shows typical variations in the static service loadfollowinga blast. Conclusions 35. A full-scale field investigation has been successfully conducted into the dynamic and static responseof rock bolt systemsat Pen y Clip Tunnel in north Wales, using the described instrumentation systems. The load cell...

... designaspects,construction earthworks compaction control and the monitoring of all geotechnical instrumentation. 41. As this was the firsttime that EDThad been introduced for soil investigations in Malaysia, several teethingproblemswereen- 163 SITE INVESTIGATIONS FOR KUALA LUMPUR AIRPORT countered during...

...J A CHARLES; R M C DRISCOLL; J J M POWELL; P TEDD; BRE © Thomas Telford and ICE 1996 BUILDING RESEARCH ESTABLISHMENT BRE RESEARCH BUILDING GEOTECHNICS SOIL MECHANICS HISTORY MONITORING FIELD PERFORMANCE INSTRUMENTATION INSTRUMENTS GROUND MOVEMENT MEASUREMENT SITES SOIL...

...B G CLARKE; MENARD © Thomas Telford and ICE 1996 NEWCASTLE UNIVERSITY GROUND INVESTIGATIONS PRESSUREMETERS TESTING TESTS SITES OPERATIONS INSTRUMENTS INSTRUMENTATION IN SITU RESPONSES INCREASES STRESS STRAIN CURVES PROBES METHODS INSTALLATION PREBORED SELF BORING...

... TREATMENT COMPACTION METHODS MEASUREMENT PROCEDURE BOREHOLES TESTS REDUCTION BUILDINGS DAMAGE SETTLEMENT CASE STUDIES PITS INUNDATION SUBMERGENCE CLAYS COLLIERIES SPOIL BEHAVIOUR EVALUATION LABORATORIES OEDOMETERS INSTRUMENTS INSTRUMENTATION IN SITU PENETRATION SANDSTONE ROCKFILL...

...A P DEANE; R H BASSETT © Thomas Telford and ICE 1995 MOTT MACDONALD KIER LILLEY KUNZ TUNNELS TRIAL NATM NEW AUSTRIAN TUNNELLING METHODS EXPRESSES RAILWAYS HIGH SPEED UNDERGROUND PROJECTS BORED CONSTRUCTION DESIGN INSTRUMENTATION INSTRUMENTS INSTALLATION...

... TUNNELLING GROUND LOADS SETTLEMENT COMPENSATION GROUTING SHOTCRETE LININGS INSTRUMENTS INSTRUMENTATION SAFETY FAILURES Report of the meeting on25 January 1995: design of tunnels in London Clay using sprayed concrete as primary support PCriov.cE. Inngsrtsn Geotech. Engng, 1995,113, July, 183-184...

...D S PENNINGTON © Thomas Telford and ICE 1995 BRISTOL UNIVERSITY ARUP GEOTECHNICS PILES TRIAL DATA POST CONSTRUCTION EVIDENCE PERFORMANCE CAST IN IN SITU PILING INFLUENCE THERMAL STRAIN INTEGRITY RESIDUAL SHAFTS FRICTION TENSILE CRACKING LOADING INSTRUMENTATION...

... MUD DECANT BORING INSTRUMENTS PIEZOMETERS INSTRUMENTATION SEISMOMETERS VELOCITY SLIDES PHREATIC SURFACES STAVA TERESO TRENTO DOLOMITES ITALY EUROPE The Stava tailings July l985 R.J. Chandler andG. Tosatti dams failure, Italy,CPriuo.cE. Inngsrtsn Geotech. Engng, 1995,113...

...I W JOHNSTON © Thomas Telford and ICE 1995 VICTORIA TECHNOLOGY UNIVERSITY MELBOURNE ROCKS SOFT PROPERTIES ENGINEERING RATIONAL DETERMINATION MATERIALS BEHAVIOUR LABORATORIES IN SITU TESTING TESTS LOADS DRAINAGE PLATES SHEAR PRESSUREMETERS INSTRUMENTS INSTRUMENTATION...

... PENETROMETERS INSTRUMENTS INSTRUMENTATION CASE STUDIES BOREHOLES LONDON CLAY TREES COSTS LOW A rapid and reliable on-site methodof assessing desiccationin clay soils R. S. Pugh, PhD, FICE, P. G. Parnell, BSc, MICE, and R. D.Parkes, MSC,MICE Proc. Instn Ciu. Engrs Geotech. Engng, 1995, 119, Jan., 25...

... of the degree of over- consolidation on subsequent ground performance. Design, instrumentation and monitoring 10. The geotechnical model used in the design of the surcharge followed that proposed by Bjerrum. This assumes a typical consolidation curve (load/settlement plot)for a compressible soilmodified...