...D M POTTS; R A DAY; J D FINDLAY; D THOMPSON; I F SYMONS; C RAISON; T PAUL; H D ST JOHN; W H WARD; A S O BRIEN; D P NICHOLSON; K YAH; N J BROOKS © Thomas Telford and ICE 1991 USE SHEETPILES SHEETPILING RETAINING WALLS DEEP EXCAVATIONS STIFF CLAYS PARAMETRIC STUDIES FLEXIBLE...

...A F HOWLAND DOCKLANDS GEOLOGY SITE INVESTIGATION SYNCLINES GEOTECHNICS PARAMETERS FORMATION HYDROGEOLOGY AQUIFERS CLAYS LONDON CLAY DEPOSITS CHALK SAND GRAVEL BEDS ALLUVIUM STRATIGRAPHY LITHOSTRATIGRAPHY LONDON DOCKLANDS GREENWICH UK © Thomas Telford and ICE...

...P A S FERGUSON; A J RUNACRES; N A HILL © Thomas Telford and ICE 1991 SIR WILLIAM HALCROW DOCKLANDS GROUND CONDITIONS TUNNELLING METHODS STORMS SEWERAGE DRAINS TUNNELS UNDERGROUND SEWAGE STRATA ALLUVIUM GRAVEL CLAYS LONDON CLAY BEDS SAND CHALK GEOTECHNICS DESIGN...

... QUALITY MATERIALS SOLUTIONS IMPOUNDING IRRIGATION WATER URBAN WATER SUPPLY ROCKS EXCAVATING CLAYS CORES REDESIGN KALAVASOS VASILIKOS CYPRUS Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Oct., 975-992 PAPER 9770 WATER BOARD Design and constructionof Kalavasos Dam, Cyprus R...

... 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...

...D M POTTS; R A DAY; ICFEP UK LONDON BELL COMMON GEORGE GREEN WESTMINSTER HOUSE OF COMMONS USE SHEETS PILES RETAINING WALLS DEEP EXCAVATIONS STIFF CLAYS SHEETPILING LONDON CLAY URBAN EFFECT CONCRETE DIAPHRAGM SOILS SECANT MOVEMENT NUMERICAL ANALYSIS FLEXIBLE...

...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...

...G HAIDER; P LACEY; F H HUGHES; M PULLER; M F KENNARD; W L WAKELING; M H GOLDSWORTHY; TELFORD OVE ARUP BUTLER PULLER ROFE KENNARD & LAPWORTH CEMENTATION PILING & FOUNDATIONS RECONSTRUCTION CANALS GLACIAL DESIGN INSTRUMENTATION MONITORING FAILURES CLAYS PUDDLE...

... CLAYS CONCRETE TESTS SEA DEVELOPING PROJECTS DESIGN GEOLOGY ARTIFICIAL DEEP PILES SPUN LENGTH PILECAPS TROPICS PENANG MALAYSIA ASIA Proc. Instn Civ. Engrs, Part 1,1990,88, Aug., 531-549 UCTURA9L491R GERNOGUIPNEERING Penang Bridge Projec:t foundations and reclamationwork...

... SETTLEMENT GEOMEMBRANES CLAYS CORES SCHLEGEL SHEETING UPSTREAM IMPERMEABLE ROCKS THICKNESS SEEPAGE PIEZOMETERS KONTAGORA ISANLU NIGERIA AFRICA Proc. Instn Ciu. Engrs, Part 1,1990,88,155-164 9259 and 9398 DISCUSSION WATER ENGINEERING GROUP Kontagora and Isanlu Dams, Nigeria N. S. M...

... CLAYS SAFETY LONDON CLAY LONDON THAMES LEE UK Proc. Instn Ciu. Engrs, Part 1,1990,88,Feb., 133-148 DISCUSSI9O3N32 WATER ENGINEERING GROUP London water ring main W. J. Dickens and I. H. Bensted Mr R. N. Craig, Sir William Halcrow& Partners It was the Thames WaterAuthority s predecessor...

...-slopes. Generally the canalis lined with puddle clay. 5. Since its completion in 1808, the canal has suffered from a series of breaches, leaks and other geotechnical difficulties. Major breaches occurred in 1945, 1960, 1982 and 1985.The last three were all between bridges 35 and 36. The 1945 breach...

... STRESS M3 CELLS PFA ASH RETAINING STUDIES CLAYS SWELLING CONSTRUCTION JUNCTIONS FIELD PULVERISED MATERIALS WALLS FULL SCALE LONDON CLAY PRESSURE DISPLACEMENT MOTORWAYS INSTRUMENTATION TESTS FUEL EARTH LONDON SUNBURY CROSS UK Proc. Instn Ciu. Engrs, Part 1,1989,86...

...RHJ SELLIN © Thomas Telford and ICE 1989 BRISTOL UNIVERSITY DRAG REDUCTION POLYMERS USE HYDROTRANSPORT STUDIES ADDITIVES SLURRY PIPELINES DATA SYSTEMS TESTS SAND SILT CLAYS IRON ORES COAL POWER STATIONS ASH FACTORS COSTS DEGRADATION TRANSPORT PULVERISED...

... PAVEMENTS TESTS ROADS MOISTURE DENSITY PENETRATION LAYERS EQUIPMENT PROBLEMS INTERPRETATION VALUE CLAYS STIFFNESS RESIDUAL LATERAL PRESSURE RESTRAINT MOULDS MATERIALS UNBOUND GRAVEL RELIABILITY EFFECT CONFINEMENT Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 119-125 DISCUSSIOTNNON...

... Fig. 7. Typical popout 1218 ALKALI-SILICA REACTION: KAMBURU SPILLWAY ticles, but some appeared to be related to gneiss weathered to grade I11 or IV on the scale of BS5930, possibly associated with the swelling of clay minerals within the aggregates. A typical example of a popoutis shown in Fig. 7. 7...

... STRIP TESTS SPECIMENS CORRELATION RESEARCH STRENGTH THICKNESS CONTAINERS WATER CONTENT ELECTROCHEMISTRY RED LOW SPECIFICATIONS CLAYS SAND RIVERS SATURATION DRY SHALE EFFECT CHLORIDE SULPHATES BEHAVIOUR ZINC COATINGS OXIDATION SITE INVESTIGATION TENSILE STRENGTH LONG TERM...

... Bay from Llanddulas to Glan Conwy. The technical and aesthetic design of the road was progressed in unison in an endeavour to produce ascheme of visual quality and in sympathy with the existing coastal landscape and urban environment. At Llanddulas the road crosses an area of clay cliffs subject...

... FED TUNNELS CONSTRUCTION DEEP CLAYS LONDON CLAY CAPACITY DEMAND ECONOMICS MANAGEMENT COSTS BENEFITS COST BENEFIT ESTIMATING SAVINGS FEASIBILITY STUDIES HYDRAULIC ANALYSIS SIMULATION DEVELOPMENT CONTROL OPTIMISATION HISTORY OPERATION MODES TRANSFER ROUTES SELECTION...

...RHG PARRY © Thomas Telford and ICE 1988 CAMBRIDGE UNIVERSITY GROUND ENGINEERING GEOTECHNICS SLIPS CHANNELS CLAYS RECONSTRUCTION CULVERTS FLOODS RELIEF BURSTS BANKS EXCAVATIONS SHALLOW GROUNDWATER SHEAR STRENGTH HOUSING SOILS ESTATES STABILITY BIN BROOK...