... STIFFNESS PILES FLEXIBILITY BASEMENTS FOUNDATIONS LONDON CLAY NOISE VIBRATIONS DIAPHRAGM WALLING BEHAVIOUR PROPPED ANALYSIS Proc. Instn Civ. Enyrs, Part 1, 1991, 90, Dec., 1255-1277 958E5NDGIRISNCOEUESNRSDIINOGN GROUP Use of sheet pile retaining walls for deep excavations in stiff clay D. M...

...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...

...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...

... 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...

... 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...

... 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...

... STRUCTURES MIX CHARACTERISTICS DESIGN CEMENT CONTRACTS MANAGEMENT PROJECTS SETTLEMENT MONITORING SERVICES BASEMENTS FOUNDATIONS PILES STRESS REDUCTION RAFTS SOILS CLAYS LONDON CLAY SHEAR BEHAVIOUR ANALYSIS STRESS STRAIN EXCAVATIONS HEAVE STIFFNESS DIAGRIDS DIAPHRAGM RETAINING...

...AR DAWSON NOTTINGHAM UNIVERSITY ANCHORAGES GROUND GEOTECHNICS THEORY SHEAR TESTING TUBES STRAIN STRESS PILES BEHAVIOUR DATA DISTRIBUTION RESPONSES SAFETY FAILURES DESIGN TESTS CLAYS LONDON CLAY LIBRARIES BUILDINGS RETAINING WALLS LOAD BEARING QUALITY ASSURANCE...

...CA RAISON © Thomas Telford and ICE 1987 OVE ARUP & PARTNERS LONDON ANCHORAGES GROUND ANCHORS LIBRARIES DESIGN PARAMETERS TESTING COMPONENTS TRIALS FABRICATION TENDONS PREFABRICATED MATERIALS GROUTS SHEATHS BONDS SOILS CLAYS LONDON CLAY CAPACITY ULTIMATE...

... MEASUREMENT RAFTS LOADS COLUMNS HIGH STRESS REDUCTION SHAFTS CAPACITY CLAYS LONDON CLAY SOILS PILES BEHAVIOUR STIFFNESS SITE INVESTIGATION GROUND PARAMETERS LABORATORIES TESTING FOUNDATIONS ECONOMICS DIAPHRAGM RETAINING WALLS INCLINOMETERS LONDON QUEEN ELIZABETH WESTMINSTER...

...GS LITTLEJOHN; DA GREENWOOD; TH HANNA; JM MITCHELL; AR DAWSON ANCHORAGES FAILURES GROUND CASE STUDIES TENDONS CORROSION PROTECTION CLAYS ROCKS LONDON CLAY FACTORS SAFETY LOADS FIXED LOSS WATER ANCHORS CRACKING GROUTING © Thomas Telford and ICE 1985 Proc. Instn Ciu...

... PRESSURE RESPONSES WATER DRAINAGE BLANKETS BASES GEOLOGY INSTABILITY LANDSLIPS DESIGN SEPARATION MEMBRANES STABILITY ANALYSIS MOVEMENT LONDON CLAY SLOPES MOTORWAYS M25 EARTHWORKS PERMEABILITY FOUNDATIONS DAMS LAYERS SILT PIEZOMETERS CLAYS SLIP RAILWAYS MATERIALS CONTRACTS...

...HSH THOMAS; RN CRAIG; RJ MAIR; WH WARD; P TEDD; J TEMPORAL; JB BURLAND; AJ HOWARD; JB BODEN; T BATEMAN; GK HASELDEN © Thomas Telford and ICE 1984 Proc. Instn Civ. Engrs, Part 1,1984,76, May, 571-588 DISCUSSION ON PAPER 8630 Observations on the behaviourof a pilot tunnel in London Clay...

... CIRCLES CIRCLES STRESS SITE INVESTIGATION CONTRACTS WORKS REMEDIAL LONDON CLAY TRIAL EXPLORATION CONSTRUCTION MANAGEMENT DESIGN HILL HALL LONDON ESSEX UK Proc. Instn Cio.Engrs, Part 1,1984,76,Feb.,201-220 PAPER 8705 Lessons to be learnt from an embankment failure D. M...

...IF SYMONS TRANSPORT AND ROAD RESEARCH LABORATORY ASSESSMENT STABILITY IN SITU RETAINING WALLS CLAYS PROPPED OVER CONSOLIDATED FISSURES EMBEDDED LONDON CLAY EFFECT METHODS ANALYSIS INPUT PARAMETERS FACTORS SAFETY PENETRATION PORE DEPTH SENSITIVE WATER TABLE...

...HSH THOMAS BUILDING RESEARCH ESTABLISHMENT BEHAVIOUR TUNNELS LONDON CLAY PILOT NARROW HORIZONTAL HOOP STRESS MEASUREMENT DIAMETER BENDING DATA INFLUENCE MECHANISMS STRUCTURAL EXCAVATING UNLOADING CLAYS LOADS SUBSIDENCE UNDERGROUND RAILWAYS LONDON UK ©...

...RW COOKE; DW BRYDEN SMITH; D W B SMITH; MN GOOCH; DF SILLETT © Thomas Telford and ICE 1982 FOUNDATIONS LOArDS SETTLEMENT TALL BUILDINGS MULTI STOREY PILES RAFTS LONDON CLAY DISTRIBUTION SYMMETRICAL EFFECT INTERACTION STIFF CLAYS BEHAVIOUR PERIPHERAL INTERNAL STIFFNESS...

... SETTLEMENT CLAYS LONDON CLAY PILES FLATS VERTICAL INTERIOR INVESTIGATIONS INSTALLATION BASES LONDON BRENT NORTH LONDON STONEBRIDGE UK Proc. Instn Civ. Engrs, Part 1,1981,70, Aug., 433460 8485 Some observations tohffoeundation loading and settlement of a multi-storey building...