...D ATHERTON; P D JACKSON; R COWELL; R SMITH; P W FRIEND © Thomas Telford and ICE 1991 CLOSE TOLERANCES STRUCTURES SPECIFICATIONS PERFORMANCE VIBRATIONS NOISE TRANSMISSION GEOMETRY DIMENSIONS BUILDINGS VACUUM DEWATERING ISOLATION Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

... COUNTRIES DEVELOPING TROPICS PLANNING IMPLEMENTATION DESIGN CONSTRUCTION FINANCE ECONOMICS COSTS CONTRACTS TUNNELS SOFT MARINE CLAYS TUNNELLING PRACTICE PROBLEMS CONTRACTORS DESIGN AND BUILD BRAKING REGENERATIVE TENDERS CIVIL DEFENCE LININGS STABILITY BEAMS BEARINGS DEWATERING...

... that was repaired with a greater curvature at theearlier date did notfail again in1975. 15. Other areas of distorted invert have also been located and these are being monitored with a view to future repair needs. Detailed invert inspections cannot be carriedout,however,unlessthetunnel is dewatered andthepuddle clay...

... strutting and full dewatering as in traditional basement construction. Preliminary 861 HUMPHESON, FlTZPATRlCK AND ANDERSON calculations showed that the ground movements associated with such a scheme would be unacceptable and this led to the decision to use a top-down methodof construction inside...

... and regional investigations were carried out including cataloguingof old well records, sinking boreholes, analysing river-water chemistry andcarryingout field seepagetrials. Muchadditional hydrogeological data was obtained after dewatering of the aquifer after the rupture,early in the construction period...

... LEVELS FLOODING RISKS CONTRACTS CONDITIONS PILING INITIAL PREPILED TRENCHES DEWATERING TRIALS EXTRACTION LOSS BULKHEADS PRECAST CREST BEAMS KEYS PANELS SHEETPILES SHEETPILING Proc. Instn Ciu.Engrs, Part 1,1985,77, Feb.,195-216 8838 GROUND ENGINEERING GROUP Northern Counties...

... EXTERNAL COMPRESSED AIR DEWATERING KIMMERIDGE CLAY MACHINES MACHINERY CLAYS WEDGE BLOCK WEDGES BLOCKS ENDS MUDSTONE OUTCROPS SEABED OUTCROPPING LINES DEVIATION THIN SEMIPERMEABLE DRILLED JACK UP BARGES DIFFUSERS RISKS REDUCTION SALINE INTRUSION AUTOMATION SEA SEWERAGE...

...T ROY © Thomas Telford and ICE 1983 CALCUTTA METRO METROS CONTRACTS COUNTRIES DEVELOPING CONSTRUCTION CUT AND COVER BRIDGES RAILWAYS ROADS TRAFFIC EXCAVATIONS SAND SATURATED GROUNDWATER DEPTH FOUNDATIONS HEADROOM EQUIPMENT SIDES RESTRICTIONS DEWATERING WELLPOINT...

... 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...

... COMPLEX WALLS RESISTANCE METHODS FACILITIES SITES PROJECTS THRUST ROCKS MANUFACTURE INSTRUMENTATION CONCRETE GROUTING SUBMARINES WATER BASINS DEWATERING NUCLEAR SITE INVESTIGATION RESTRICTIONS SLABS ANCHORS INSTALLATION DREDGING UNDERWATER DEVONPORT KEYHAM PLYMOUTH UK...

...RJ DANIELS; DJL CHETWIN; JW DAGLEISH; R FREER; AW SHILSTON; BN SHARP; W HOGBIN; JM THOMAS; B SIMPSON; DA RODGER; GH COCHRANE; KR STURROCK; TJ UPSTONE; LA CLARK DRY DOCKS DESIGN CAISSONS PRECAST COUNTRIES PIERS TESTS CONSTRUCTION WALLS JOINT VENTURES DEVELOPING PUMPHOUSES DEWATERING...

... to drain the last 2 m depth of water from so large a flat surface was expected to have a major influence on the total dock dewatering time, and large drainage channels were therefore provided around the perimeter of each dock. Analysis of the drain behaviour proved to be extremely difficult, and a one...

...JM DUNBAR; B LATIMER; WM WRIGHT; AW SHILSTON; K MCCRAE SEWAGE ALTERATIONS MEASUREMENT CONTRACTS DISCHARGES GROUNDWATER STEEL MATERIALS PILES TREATMENT EXTENSIONS FLOW PROJECTS SLUDGE MECHANICAL SHEET WORKS UNITS RATE MANAGEMENT PUMPS ELECTRICAL PILING DEWATERING...

...REJ WORTH; AM MUIR WOOD; R BRADESCU; NA TRENTER; MJ TOMLINSON; SIR K LAING; ALL BAKER; TFD SEWELL; AJ GOSS © Thomas Telford and ICE 1976 GRAVING STRUCTURES GEOLOGY CAISSONS BANKS PILES DOCKS RIGS DEVONIAN GATES PUMPING DAMAGE OFFSHORE PLATFORMS SANDSTONE DEWATERING COSTS...

...REJ WORTH; NA TRENTER WIMPEY LABORATORIES LTD GEORGE WIMPEY GRAVING STRUCTURES FABRICATION PROBLEMS OPERATION CONCRETE PIPES PLATES PAINT FLOORS FRONTAGES FLOODING DOCKS SITES TIME DEWATERING GATES CAISSONS ROLLING EQUIPMENT SHOPS ENTRANCES ROUNDHEADS COSTS...

... PROTECTION SHEETPILING PROJECTS CONSTRUCTION DISCHARGES DRY HANDLING ATTACK COFFERDAMS DEWATERING CONCRETING FARAKKA GANGA CALCUTTA INDIA ASIA Proc. Instn Civ. Engrs, Part 1 , 1975, 58, Feb., 61-84 7725 Farakka barrage project: a challenge to engineers Since the beginning...

... the subsequent purification process. 3. The method of sludge disposal adopted will depend on the long-term availability of suitable off-site facilities, such as agricultural or other land surfaces, where sludge may be applied in the liquid or partially dewatered state; however, the prudent will have arranged...

...BGR HOLLOWAY; MJ FEIT; HJ WADSWORTH © Thomas Telford and ICE 1973 RENDEL PALMER AND TRITTON GATES IN SITU HINGES LOADS CAISSONS REMOTE DESIGN MACHINERY COSTS DOCKS PREFABRICATED BEDDING DEWATERING GUARD GATE MANUAL MODELS CONSTRUCTION PASSAGES TECHNIQUES TESTS...

...D JONES; J A STEPHENSON JOHN MOWLEM FAILURES DAMAGE REPLACEMENT REPAIRS DOCKS COLLAPSE INVESTIGATIONS FORMS BLOCKS STABILITY INNER ENTRANCES SILLS SURVEYS REMEDIAL DESIGN PERMANENT DEWATERING GATES LOCKS OUTER DIVERS CONTRACTS DAMS WORKS RECONSTRUCTION...

... construction to start before dewatering the basin. The sheet pile wall design had the added advantage of safeguarding the slopes of Musgrave Channel against disastrous slipping, the possibility of which could not be judged with any accuracy in advance of the results of the soil investigation. 9. For the dock...