...) has a long history of successful use as general fill, including applications in environmentally sensitive locations. However, the current commonly used Specification for Highway Works treats PFA as a manufactured material, and applies an end-product specification for compaction. This form...

... ALLUVIAL PORE PRESSURE CREEP CONSOLIDATION MATERIALS DIFFERENTIAL ALLUVIUM HONG KONG CHEK LAP KOK HONG KONG CHINA ASIA Settlement of reclaimed land for the new Hong Kong International Airport A. R. Pickles, MA, PhD, MICE, MHKIE, CEng and R. Tosen, BSc Proc. Instn Civ. Engrs Geotech...

...M C R DAVIES; T G HUGHES; P R TAUNTON © Thomas Telford and ICE 1998 DUNDEE UNIVERSITY WALES UNIVERSITY CARDIFF THYSSEN CONSTRUCTION BRIDGES ARCHES MASONRY MODELS CENTRIFUGES TESTING TESTS EFFECT GRAVITY BEHAVIOUR MATERIALS LABORATORIES FAILURES MECHANISMS LOADS...

...K S SUBBA RAO; K S S RAO; M M ALLAM; R G ROBINSON © Thomas Telford and ICE 1998 INDIAN INSTITUTE OF SCIENCE BANGALORE SAND SURFACES SOLID FRICTION INTERFACIAL INTERFACE ROUGHNESS MATERIALS DENSITY SHEAR TESTS METHODS CORRELATION PARTICLES RATIOS ANGLES APPARATUS...

...J HEYMAN; C A COULOMB © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY SOILS THRUST ANALYSIS WALLS RETAINING SOIL MECHANICS MATERIALS COHESION FRICTION PHYSICAL PARAMETERS DESIGN RULES STATICS BEAMS STRENGTH ANGLES FRACTURE COLUMNS COHESIONLESS Coulomb's...

...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...

... SOILS GROUTS MIXES GROUND SAND GRAVEL CONTAMINANTS POLLUTANTS CEMENT PROPERTIES STRENGTH DURABILITY PERMEABILITY COMPRESSIBILITY LEACHATE PFA PULVERISED ASH FUEL FUEL ASH LIME RATIOS CHEMICAL WORKS DESIGN MATERIALS TESTS WEST DRAYTON MIDDLESEX LONDON ENGLAND UK...

...N C CONSOLI © Thomas Telford and ICE 1997 RIO GRANDE DO SUL FEDERAL UNIVERSITY PORTE ALEGRE TAILINGS SEDIMENTATION PERFORMANCE PREDICTION MEASUREMENT ROCKS SLURRY MINERALS EXTRACTION BYPRODUCTS IMPOUNDED IMPOUNDING DAMS RESERVOIRS CAPACITY WASTE MATERIALS PARTICLES...

...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...

...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...

...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...

... PERMEABILITY GRAINS GRANULAR CLOGGING CORES MATERIALS CRACKING CRACKS PROPERTIES EXPERIMENTS FLOC COMPACTION SARABURI THAILAND ASIA I N D W T N A ET AL.. 76 selected, which has been used as an embankment fill and core material by the Royal Irrigation Department of Thailand...

...J A CHARLES; K S WATTS; BRE © Thomas Telford and ICE 1996 BUILDING RESEARCH ESTABLISHMENT BRE FILL MATERIALS COLLAPSE POTENTIAL ASSESSMENT BUILDING CONSTRUCTION DRY COMPRESSION MOISTURE CONTENT INFILTRATION WATER GROUNDWATER GROUND MOVEMENT STRUCTURES INVESTIGATIONS...

...R J CHANDLER; G TOSATTI © Thomas Telford and ICE 1995 IMPERIAL COLLEGE MODENA UNIVERSITY DAMS FAILURES TAILINGS COLLAPSE DISASTERS DEATHS DAMAGE GEOLOGY HISTORY CONSTRUCTION GEOTECHNICS PROPERTIES MATERIALS STABILITY SAFETY FACTORS PIPES BLOCKAGES MUDFLOWS FLOW...

...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...

... DRYSTONE STORAGE TUNNELS RAILS UNLOADING PITS CONVEYORS TESTING CLASSIFICATION EXCAVATING GAS MONITORING WORKS COFFERDAMS OCCUPATIONAL HYGIENE ARSENIC CYANIDE MEDICAL GASES HYDROGEN HYDROGEN SULPHIDE LAND HAZARDOUS MATERIALS SITES SAFETY EXCAVATION DAGENHAM THAMES LONDON...

...H L JESSBERGER; BRIGEOSOC Geotechnical aspectsof landfill design and construction. Part 2: material parameters and test methods H, L.Jessberger Proc. Instn Civ.Engrs Geoteck. Engng, 1994, 107, Apr., 105-113 Ground Board Geotecknical Engineering Advisory Panel Paper 10435 H This Paper,the second...

... that a rational understanding Paper 10232 fringe groupof geotechnical materials whose engineeringbehaviour can be extrapolated fromthe more established of the engineering behaviourof soft rocksis still farfrom being a reality. 3. In recent years, there have been many Written discussion closes I5 March l994 areas...