...A R PICKLES; R TOSEN © Thomas Telford and ICE 1998 HONG KONG AIRPORT AUTHORITY LAND RECLAMATION SETTLEMENT AIRPORTS CONSTRUCTION SITES GROUND CONDITIONS PREDICTION TESTS IN SITU LABORATORIES RESIDUAL GEOLOGY CRUST CLAYS SILT GRAVEL SAND FILL ROCKS ROCKFILL...

... FILL MINERALS WASTE PONDS HEAT COUPLED TUNNELS UNDERGROUND FLOW UNSTABLE VADOSE ZONES LAND CONTAMINATED REMEDIATION ELECTROKINETICS LIGHT NON AQUEOUS PHASE LIQUIDS NAPL GROUNDWATER MANAGEMENT DISPOSAL CLEAN UP HYDRAULIC FLUSHING FINGERING INFILTRATION SUBSURFACE FLUIDS...

...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...

... of the caisson walls on Port Island where there was a vertical seismic array.1 A typical example of the forward movement of a caisson wall is shown in Fig. 1. 1.07 m LWL 0.0 m 2.8 m Caisson fill Stone backfill Fig. 1. Sketch of outward movement of caisson wall at Port Island, Kobe 1 SEA Backfill soil Replaced...

... are transferred from the ®ll and the subsoil respectively. A positive value of PFNDN can only be realized Fill Written discussion closes 15 January 1998 Manuscript received 9 December 1995; revised manuscript accepted 24 May 1996 C. C. Hird, Department of Civil and Structural Engineering, The University of Shef®...

...N A TRENTER; J A CHARLES; BRE © Thomas Telford and ICE 1996 SIR WILLIAM HALCROW BUILDING RESEARCH ESTABLISHMENT BRE FILL MODELS SPECIFICATIONS BUILDING CONSTRUCTION GROUND MOVEMENT CONTROL BEHAVIOUR MATERIALS DAMAGE BUILDINGS STRUCTURES LOW RISE SITE INVESTIGATION...

... relationship that can be described by the general equation S = a(logt2 - logtl) where S is the settlement expressed as a percentage of the fill height that occurred between times tl and tz from the beginning of the period of settlement and a is the creep compression rate parameter. The time at which settlement...

...U BOLTZE; M H DE FREITAS; M H D FREITAS © Thomas Telford and ICE 1996 SIMECSOL IMPERIAL COLLEGE GAS GENERATING SITES LANDFILL FILL PRESSURE ATMOSPHERIC CHANGE EMISSIONS DANGEROUS EXPLOSIONS RISKS THRESHOLD MODELS PREDICTION LEVELS FALLS CASE STUDIES DIAGRAMS...

...K S SUBBA RAO; K S S RAO; M M ALLAM; R G ROBINSON © Thomas Telford and ICE 1996 INDIAN INSTITUTE OF SCIENCE STRUCTURES RETAINING FOUNDATIONS DEEP DESIGN ANGLES FRICTION INTERFACIAL ESTIMATING ESTIMATION GEOTECHNICS FILL MATERIALS SURFACE ROUGHNESS DENSITY MOVEMENT...

...J A CHARLES; K S WATTS; BRE FILL MATERIALS COLLAPSE POTENTIAL ASSESSMENT BUILDING CONSTRUCTION DRY COMPRESSION MOISTURE CONTENT INFILTRATION WATER GROUNDWATER GROUND MOVEMENT STRUCTURES INVESTIGATIONS TREATMENT COMPACTION METHODS MEASUREMENT PROCEDURE BOREHOLES TESTS...

...I UL HAQ; I U HAQ © Thomas Telford and ICE 1996 WAPDA DAMS SEEPAGE RESOLUTION RESERVOIRS EARTHFILL EARTH FILL ALLUVIUM FOUNDATIONS UPSTREAM IMPERVIOUS BLANKETS COLLAPSE SINKHOLES CRACKS WELLS RELIEF EMPTYING MONITORING TREATMENT BARGES DUMPING CONTROL...

...A K C SMITH © Thomas Telford and ICE 1995 TRAVERS MORGAN LANDSLIPS DESIGN ANALYSIS EMBANKMENTS MARINE TRIAL GLACIAL TILL SLIPS ROADS A55 FORESHORES DEPOSITS LIMESTONE FILL ROCKFILL SAFETY FACTORS STABILISATION TOES LOADING TESTS STABILITY MEASUREMENT MOVEMENT...

... This Papergives details of the usoef a 3. Permeabilityandgroundwatermovement Written discussion portable magnetometer in theinvestiga- within rocks are greatly enhanced by zoonfes closes 15 November 1994 tion of disused quarriesas potential land- fractured rock, often associated with faulting. fill sites...

...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...

...H L JESSBERGER; BRIGEOSOC © Thomas Telford and ICE 1994 RUHR UNIVERSITY BRITISH GEOTECHNICAL SOCIETY BRIGEOSOC FILL LANDFILL GEOTECHNICS DESIGN CONSTRUCTION MATERIALS PARAMETERS TESTS METHODS SUBSOIL MINERALS SEALING LAYERS GEOMEMBRANES GEOTEXTILES WASTE DRAINAGE...

...H L JESSBERGER; BRIGEOSOC © Thomas Telford and ICE 1994 RUHR UNIVERSITY BRITISH GEOTECHNICAL SOCIETY BRIGEOSOC FILL LANDFILL GEOTECHNICS DESIGN CONSTRUCTION SITES ASSESSMENT SAFETY QUALITY ASSURANCE WASTE PILES SUBSOIL MANAGEMENT LININGS COMPOSITE SUBGRADE MINERALS...

...A STREET © Thomas Telford and ICE 1994 MRM ENVIRONMENTAL FILL LANDFILL LANDFILLING PRACTICE WASTE MANAGEMENT DISPOSAL STANDARDS DESIGN OPERATION SITES DIRECTIVES CLASSIFICATION LEGISLATION UK EUROPE FRANCE GERMANY ITALY NETHERLANDS HOLLAND Landfilling...

...G E BLIGHT; MELENTEV The master profilefor hydraulic fill tailings beaches G. E. Blight h o c . Instn Ciw.Engrs Geoteck. Engng. 1994, 107, Jan., 27-40 Geotechnical Board Paper 10006 Slopes formed of hydraulically deposited pool, the level of which is controlled by a pen- Writtendiscussion material...