... of the River Frome which crosses the site in a masonry culvert. Fill and estuarine alluvium overlie Keuper Sandstone with high groundwater levels. Beforeconstruction work could begin, over 100existing piles, whichobstructed theline of the perimeter wall and the basement piles, had to be removed. The 400 m long...

...AG O BEIRNE; CC MORRIS; GC ROBSON; RC TENNANT HYDRANTS DESIGN CONSTRUCTION OVERSEAS JETS REMOVAL PIPELINES FUELLING DEVELOPMENT TESTS INSTALLATIONS WATER AIRPORTS ENVIRONMENT AIRCRAFT SYSTEMS COMMISSIONING FUEL HAZARDS INSTALLATION LEAKS © Thomas Telford and ICE 1989...

... CONSTRUCTION MONITORING GAUGES NOISE MOVEMENT MEASUREMENT PROCEDURE STRAIN STRUCTURAL COMPLIANCE PARAMETERS CONSENTS COSTS PERMANENT PRESSURE POINTING WALLS CLOSURES SOILS PIPES SITE INVESTIGATION SURVEYS INVESTIGATIONS UNDERWATER DIVERSION METHODS HYDROLOGY REMOVAL STRUCTURES...

... original bituminous overlay which comprised40 mm grouted open-graded macadam on85 mm Marshall asphalt ( b ) stage 2: on the underlying 250 mm thick pavement-quality concrete, i.e. after removal of the bituminousoverlay. (c) stage 3: on the 80 mm concreteblock surfacing. Ten plate bearing tests were carried...

...JM SIDWICK; CJ ZAWISTOWICZ © Thomas Telford and ICE 1985 WATSON HAWKSLEY SEWAGE SEWERAGE GRIT REMOVAL TREATMENT DISPOSAL WORKS PRELIMINARY SCREENING SCREENS FLOW RAKING EQUIPMENT TESTS MANUFACTURERS Proc. Instn Cio.Engrs, Part 1, 1985,78, Dec., 1491-1493...

...,outfall was partlyattributed to liquefaction. This potential problem should begiven careful attention for any proposed submarine pipe.22- 5 At San Francisco the recent outfall was designed for deep burial mainly because of the worry of earthquake-induced liquefaction of bottom sediments. Removal...

...DJ IRVINE; G BRENNAN; IF SYMONS; TRRL © Thomas Telford and ICE 1984 CONCRETE PIPE ASSOCIATION TRANSPORT AND ROAD RESEARCH LABORATORY TRRL TARMAC CONSTRUCTION TRENCHING TRENCHES SUPPORTS SAFETY SYSTEMS SOILS GROUND MOVEMENT PIPES LOADS PIPELINES REMOVAL DISTURBANCE...

... RELIEF PROTECTION TRAFFIC TEMPORARY SITES ADMINISTRATION LAYOUT GEOLOGY PILING STRUTS CONCRETE PRESSURE DEWATERING RESTRUTTING REMOVAL CLOSURES PILES SAND CUTTING DIVING AIRLIFTS FORMATION TESTS CHALK THANET SAND THANET PIEZOMETERS SETTLEMENT INDICATORS RIVER THAMES...

... WIDENING SAND GRAVEL CLAYS ROCKS REMOVAL COSTS RIVER CLYDE SCOTLAND UK Proc. Instn Ciu. Engrs, Part 1, 1982,12, Nov., 633-652 8586 Thdeevelopment of thbeuckelat dder dredger on the River Clyde J. F. RIDDELL, BSc, PhD, MICE* The bucket ladder dredgeris one of the oldest tools available...

...DIH BARR; MM DAS © Thomas Telford and ICE 1982 SIMULATION SURGES REMOVAL SEPARATION BARRIERS WATER SHALLOW DEEP BODIES P m .Instn Ciu. Engrs, Part 2, 1982, 73, Sept., 698 Corrigendum to Discussion on TN 310 Simulation of surges after removalof a separating barrier between...

... PREVENTION DEOXYGENATION BOATS MATERIALS REMOVAL PLANTS FLOATING DESIGN INSECTS FISH COSTS MACHINERY ROOTS PUBLIC HEALTH WATER AUTHORITIES Proc. Instn Civ. Engrs, Part 1, 1982,12, Aug., 5 0 4 5 0 7 INTERNATIOCNOAMLMIISRSORINIOGNATINIOFON RMAL DBRRAITNAIASNGHDE: SECTION DISCUSSION Modern...

...DIH BARR; MM DAS; K SIVALOGANATHAN; COLEBROOK WHITE; MANNING; ST VENANT Proc. Instn Ciu.Engrs, Part 2,1982,73,June, 53s537 TN 310 DISCUSSION Simulation of surges after removal of a separating barrier between shallower and deeper bodieosf water D. 1. H. BARR & M .M. DAS Dr K. Sivaloganathan...

...JP ARTHUR; RM BRADLEY; J LUMBERS Proc. Instn Ciu.Engrs, Part 2, 1982,73, Mar., 225-231 8430 DISCUSSION The development odf esign equations for facultative waste stabilizationponds in semi-arid areas J. P. ARTHUR Dr R . M. Bradley, Engineering-Science, Sabah The BOD, removal rates achieved in four...

... SMALL SCALE EFFLUENT OXYGEN CALCULATIONS PATTERNS FIRST ORDER CONDITIONS BACTERIAL ORGANISMS TEMPERATURE EQUATIONS STABILISATION AREAS PILOT TREATMENT ORGANIC DRUMS MEASUREMENT DEMAND REMOVAL EXPRESSION CONSTANT OPTIMUM PATHOGENIC FACTORS BOD BIOLOGICAL NIGERIA AFRICA...

... CONDITIONS BOUNDARY VALUES PROGRAMS PROFILES SURGES BARRIERS WATER SOLUTIONS DRY BURSTS FINITE DIFFERENCE SYSTEMS DOWNSTREAM CONTAINERS FUNCTIONS TURBULENT ROUGHNESS OBSERVATIONS EXPERIMENTAL INITIAL DEAD COMPUTERS REMOVAL SHALLOW BODIES EQUATIONS BEDS PROCEDURE MOBILE PLANE...

...TP O BRIEN © Thomas Telford and ICE 1980 OVE ARUP PODIA CONCRETE STRUCTURAL BUILDINGS TESTS REINSTATEMENT REMOVAL SURFACE OFFICES DECKS DETERIORATION TECHNIQUES CHEMICAL EXPOSED FLATS UNIVERSITIES TECHNOLOGY REPAIRS BEHAVIOUR RESEARCH PERMEABILITY TREATMENT...

... REMOVAL LITTLEBROOK UK Proc. Insfn Civ. Engrs, Part 2, 1979,61, Dec., 929-942 8293 The use of small-scale siphon models B. T. GOLDRING, MSC. MIMechE* This Paper presents the results of tests on the priming and air-handling ability of two siphon seal weirs at two different scales...

...JD JACKSON; WE SHELTON © Thomas Telford and ICE 1979 WINTER MAINTENANCE EFFECT DEICING SYSTEMS AIRPORTS PAVEMENTS MECHANICAL THERMAL METHODS SNOW ICE REMOVAL CHEMISTRY DAMAGE CONCRETE BITUMINOUS MATERIALS PLANT GRIT SWEEPERS UREA KONSIN AIRCRAFT Proc. Instn Civ...

... the cableprofile as various erection stresses are experienced ? 54. On the question of assurance, it would be useful if the Authors discussed the scenario relating to the pier being hit by a train.What impacts, for example, are necessary to remove the pier, and then what happens to the deck? What extensions...

...GP WARRIER; BBR HOLLOWAY; AW SHILSTON RENDEL PALMER & TRITTON BRIDGES COUNTRIES DAMAGE HISTORY TRUSSES RESTORATION DEVELOPING WAR SPANS GIRDERS RESTORATION DEVELOPING WAR SPANS GIRDERS RECONSTRUCTION RIVERS REMOVAL HARDINGE BRIDGE LOWER GANGES ASIA...