...M A BARAKAT; J G HETHERINGTON; AUTODYN © Thomas Telford and ICE 1999 CRANFIELD UNIVERSITY SHRIVENHAM STRUCTURES BLAST EFFECT REDUCTION METHODS ARCHITECTURAL PROTECTION EXPLOSIVES TERRORISM EXPLOSIONS DESIGN WAVES FRAGMENTS SIMULATION COMPUTERS GROUND PROFILES CARS...

...W J MCCARTER; D WATSON © Thomas Telford and ICE 1997 HERIOT WATT UNIVERSITY BLYTH & BLYTH CONCRETE WETTING DRYING ZONES COVER COVER ZONES OPC ORDINARY PORTLAND CEMENT PLAIN REPLACEMENT PARTIAL PFA ASH FUEL FUEL ASH PULVERISED GGBS GROUND GRANULATED BLAST...

... GGBS GROUND GRANULATED BLAST FURNACES DURABILITY WHOLE LIFE COSTING WHOLE LIFE COST HAC HIGH ALUMINA ALUMINA HIGH COSTS COSTING WHOLE LIFE SOMERVILLE Table 1 . Comparison of British and European cements Cement designation to DD ENV 197-1 British Standard cement Cement type to Notation...

...N I H WILLIAMSON © Thomas Telford and ICE 1996 INDUSTRIAL FLOORING CONSULTANTS LTD CONCRETE FLOORS WAREHOUSING DISTRIBUTION FACILITIES WAREHOUSES SLABS GROUND SPECIFICATIONS DESIGN CONSTRUCTION BEARING TECHNIQUES MATERIALS PRACTICE LOADS LOADING CRACKS SUSPENDED...

...C A CLEAR CIVIL & MARINE SLAG CEMENT LTD. CONCRETE FORMWORK STRIKING TIME GROUND GRANULATED BLAST FURNACES SLAG GBS GGBS CEMENT WINTER DURABILITY AGE DEVELOPMENT TEMPERATURE CURING EQUIPMENT IN SITU GRADES AGGREGATES MATERIALS MIXES TESTS EQUIVALENT...

... and foundation raft maximum displacement eccentricity between CR and CM of superstructure lation devices are cheaper timo plement than bearings at the foundations. Thcoencept behind this is that if sliding could occur between the baseof a system and the ground, it would reduce the peak displacementsof...

...A F HOWLAND; P A S FERGUSON; A J RUNACRES; N A HILL; D K YOUNG; P RUTTY; R A B BAZLEY; BGS; I E HIGGINBOTTOM; B D OLIER; B D OLIER; P L FAGAN; J BUCHANAN; D D WILSON; D POPE; A S ATHANASIOU London's Docklands: engineering geology; ground conditions and tunnelling methods; a geological perspective...

... are complex but there are generallya number of contributory factors, suchas when grouting is resortedto, the engineer (who has usually firsctonsidered every other option) tries to make its use ftiht e particular problem often the site investigation is inadequate and the permeabilityof the ground(which...