... TEMPORARY WORKS INSTALLATIONS PLANT METHODS EXCAVATIONS GEOLOGY CONCRETE COOLING PRECAST FOUNDATIONS TREATMENT GROUTING DRAINAGE JOINTS CLOSURES OPENINGS CONTRACTS CABLEWAYS CRANES EXCAVATING PRODUCTION TEMPERATURE CONCRETING BLOCKS POST COOLING CURTAIN BLANKETS JOINT VENTURES...

...A C J BAKER; A N JAMES © Thomas Telford and ICE 1990 BINNIE THAMES WATER THREE VALLEYS WATER COMMITTEE COLNE VALLEY WATER COMPANY RICKMANSWORTH & UXBRIDG THYSSEN GB LIQUIDS TUNNELS CONNECTIONS RESERVOIRS DRIVING CLAYS LONDON CLAY TUNNELLING WEDGES BLOCKS...

... analysing block archeswith filledspandrels underestimates their ultimatestrength. In a few cases it is alsopossible that strengthsareoverestimatedbecauseproblems of stability are ignored.(These comments all concern the superstructure. Knowledge of foundation behaviour is also required in the assessment...

...PH BISCHOFF; K YAMURA; SH PERRY © Thomas Telford and ICE 1990 KARLSRUHE UNIVERSITY SETSUNAN UNIVERSITY TRINITY COLLEGE DUBLIN POLYSTYRENE AGGREGATES CONCRETE HARD IMPACT ABSORPTION ENERGY REDUCTION LOADS DROP HAMMERS LOW VELOCITY RIGS BLOCKS MIXES COMPRESSIVE...

...D G E SMITH FOUNDATIONS DIESEL GENERATORS DOCKYARDS NAVAL PERFORMANCE DESIGN BLOCKS PILES RAKES INVESTIGATIONS RAFTS REMEDIAL REPLACEMENT SETS FAILURES DIFFERENTIAL DYNAMICS CHARACTERISTICS FORECASTS CALCULATIONS DESIGN LIFE METHODS ACCURACY STANDARDS CONDITIONS GROUND...

... on the western side of Jersey, Channel Islands. It has a maximumheight of29 m above general foundation level and is constructed of mass concretein 27 monoliths (referredto subsequently as blocks) each 6.7 m wide formed in 1.2 m deep lifts (Fig. 1). The dam was designed using the middle third rule allowing...

... equipment. If a standard test procedure were developed and adopted based on these proposals, it would be possible to introduce some flexibility into the characteristic shear strength values used in design. This would result in economies in design, since the shear strength of many mortar and brick or block...

...A G L BORTHWICK; J K MITRA © Thomas Telford and ICE 1987 BROWN & ROOT (UK) LTD VO OFFSHORE LTD CONOCO BROWN & ROOT PLATFORMS TENSION LEG TEMPERATURE HEAT TREATMENT COLUMNS FURNACES TEMPORARY CONSTRUCTION BLOCKS HYDROGEN STRUCTURES HEATING PROCESS GAS...

...JA LORD; PL BERRY; D ILLSLEY; IR MACKAY © Thomas Telford and ICE 1987 SETTLEMENT HOUSING ESTATES CONSOLIDATION PEAT STRUCTURES HOUSES FOUNDATIONS BLOCKS BEHAVIOUR SOUTH HEY WADDINGTON Corrigendum Discussion on Paper 8823: Settlement of two housing estates due...

...JM TOWNSON Proc. Instn Civ. Engrs, Part 2, 1987,83, June, 397407 PAPER 9154 GERNOGUINP EWERAITNEGR A lower bound for the thickness of revetment blocks An estimate is made of the response of a Facing block, Free to rotate aboutits lower edge, to simple harmonic pressure variation in a Free-flowing...

...JA EMERY; GH SOWDEN; AA LILLEY; G WOODMAN; R REES-JONES; B STOKER; T NEARY; JA DERRINGTON; FA GRIFFITHS; G AUSTIN; LAWRENCE-WATERHOUS; J HANNAH; R BULLOCK-CHASE; J KNAPTON; S XAVIER CONCRETE BLOCKS AIRCRAFT PAVEMENTS AIRFIELDS TESTS STRENGTH DRAINAGE PETROL PETROLEUM LOADS...

... INVESTIGATION SITES PROPERTIES SAND DUNES LAYERS FOUNDATIONS BLOCKS PILES DESIGN SUBSIDENCE DAMAGE INSURANCE INVESTIGATIONS CONSTRUCTION DEPOSITS ST ANNES LANCASHIRE UK Proc. InstnCiv. Engrs, Part 1, 1987,82, Feb., 223-241 8823 DISCUSSION ENGGGRIRNOOEUUENPRDING Settlement of two...

... in the mark I1 diode, where increasing the three-dimensional porosity (i.e. the % voids per unit layer volume), especially near the topof the blocks, allows more wave energy toenterand reduces wave reflection. However, themark I diode s two-dimensional porosity (i.e. minimum % void area per unit area along...

...KVH SMITH © Thomas Telford and ICE 1986 SOUTHAMPTON UNIVERSITY STABILITY ROCKS ANALYSIS PROTECTION EARTH WEIRS EROSION WATER DIVERSION CORES TEMPORARY EMERGENCIES SPILLWAYS PROBABILITY BANKS RIVERS CANALS COSTS CONCRETE BLOCKS DESIGN PROBLEMS DATA FORCES...

...J KNAPTON; DC GRAY; G BELL; JM BRUNTON; SF BROWN; JW BULL; AA LILLEY; GR WOODMAN © Thomas Telford and ICE 1986 DESIGN STRUCTURAL HEAVY INDUSTRIAL PAVEMENTS WHEELS BLOCKS METHODS THICKNESS VEHICLES LOADS STRAIN BASES ANALYSIS PRECAST CONCRETE STRENGTH RIGID LEAN MANUALS...

...JA EMERY © Thomas Telford and ICE 1986 LUTON BOROUGH COUNCIL UK LUTON CONCRETE BLOCKS AIRCRAFT PAVEMENTS AIRPORTS TESTS SURFACES LOADS STATIC TRIALS QUALITY ASPHALT INSTALLATION STRENGTH PERFORMANCE APRONS RECTANGULAR WORKS RUNWAYS PLATES RESURFACING...

...P ACKERS; CT BROWN; UNWIN © Thomas Telford and ICE 1985 HYDRAULICS RESEARCH SLOPES PROTECTION WAVES BLOCKS ARTIFICIAL DAMAGE RIPRAP STABILITY FACTORS DESIGN LEVELS ARMOUR UNITS CAVITATION FORCES EDDIES Proc. Insm Ciu. Engrs, Part 1, 1985,78, Dec., 1487-1489 UNWIN...

... EFFECT CRACKS FORMATION CONCRETE ROCKS INTERFACE COMPRESSIVE STRESS NON LINEAR CRACKING TENSILE MODELLING LOADS STATIC MODELS DESIGN STRUCTURES FORCES EQUILIBRIATION CONTACT SOLUTIONS OUTPUT JOINTS BLOCKS FOUNDATIONS LIMIT STATE PROFILES COMBINATIONS MATERIALS PROPERTIES...

... location. The vertically faced north breakwater has fared much better than the south breakwater, which consists of a concrete superstructure founded on atipped rock mound. 64. To assist stabilize the scar face of the north breakwater during construction, each block was tied back to the mass by means...

... BLOCKS PAVING SPALLING EDGES MATERIALS POLYMERS MODIFIED CEMENT MORTAR AIRPORTS PROPERTY SERVICES AGENCY BRITISH AIRPORTS AUTHORITY © Thomas Telford and ICE 1985 Proc. Instn Ciu.Engrs, Part 1,1985,78, Aug., 1033-1035 INFORMAL DISCUSSION TRANSPORTATIEONNGINEERIGNRGOUP Maintenance...