...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...

...JM PARKER; SK BOOTH; SSD FOSTER © Thomas Telford and ICE 1987 BRITISH GEOLOGICAL SURVEY ANGLIAN WATER CHALK PENETRATION NITRATES POLLUTION SOILS AGRICULTURE GROUNDWATER DENITRIFICATION AQUIFERS CATCHMENTS WATER SUPPLY SUPPLY WATER BOREHOLES QUALITY RESEARCH CONTROL...

...AW BULLETT; JH WALE ROADS CHALK SITE INVESTIGATION PROPERTIES PHYSICAL CLASSIFICATION EARTHWORKS SPECIFICATIONS TESTS PERFORMANCE COMPACTION SATURATION MOISTURE CONTENT CRUSHING PLANT CONTRACTS BUILDING CONSTRUCTION KENT UK © Thomas Telford and ICE 1986...

...TJ MARSH; PA DAVIES; RA DOWNING; JMA PONTIN © Thomas Telford and ICE 1984 GROUNDWATER LEVELS WATER BASINS WATER RESOURCES AQUIFERS DEVELOPMENT ABSTRACTION ECONOMICS HYDROGEOLOGY RECHARGE NATURAL ARTIFICIAL CHALK GEODETIC PIEZOMETRIC STORAGE LONDON UK Proc...

... FOUNDATIONS STEEL PILES SECANT CAISSONS BORED TENDERS PIERS LEVELS FLOODS DEFENCES AIRLIFTS LARSSEN WATER CHALK EXCAVATING PROJECTS UNDERWATER TREMIE REACTIVE ALKALI AGGREGATES TESTS SPECIFICATIONS DEPTH CONTIGUOUS THICKNESS STEELWORK THAMES UK Proc. Instn Cia. Engrs...

... GEARS SPLIT DEFENCES STRUCTURES SAND CLUTCHES SETTLEMENT WATER RIVERS SPANS SAFETY THANET SAND THANET CHALK MOVABLE CONTRACTS DIVERS T © Thomas Telford and ICE 1983 Proc. Instn Ciu. Engrs. Part 1, 1983,74, Aug., 525-541 DISCUSSION ON PAPER 8587 Barking Creek Tidal Barrier R. T...

... 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...

...TJ MARSH; PA DAVIES © Thomas Telford and ICE 1983 INSTITUTE OF HYDROLOGY DEPARTMENT OF ENVIRONMENT GROUNDWATER LEVELS PARTIAL RECOVERY CHALK DEPOSITS LOWER TERTIARY WATER HISTORY SUPPLY WATER SUPPLY RESOURCES WATER RESOURCES AQUIFERS LONDON UK Proc...

...KI MAJID; MA RAHMAN; LA WOOD © Thomas Telford and ICE 1982 QUEEN MARY COLLEGE LONDON UNIVERSITY NON LINEAR ANALYSIS STRUCTURES SOILS SYSTEMS SILOS BOUNDARY ELEMENTS SIMPLE PLATES BENDING FINITE ELEMENTS MODELS FOUNDATIONS RAFTS DESIGN CHALK BEARING TESTS INTERACTION...

... BARKINGCREEK T I D A L BARRIER Geology and site investigations 15. Bedrock at Creekmouth is the upper chalk which occurs at about - 12 m OD along the left bank of the River Thames and dips at about 5" towards the north. The chalk is generally overlain by a thin layer of dense silty clay containing some flint...

.... A large amount of workwas done by the Wimpey organization in coordinating the expected bearing capaocfittyhe various gradeosf chalk. During the tender period much discussion took place as to whether it would be possible to drive the 762 mm dia. tubular piles with shoes some 6 m into the chalk...

... RIVERS LOCKS REGIMES LOCAL ACCELERATION FILL BELLMOUTHS STACKING SURCHARGING FENDERS SHIPS PILES STEEL TUBULAR IMPACT BUILDINGS DEMOLITION TRAFFIC PORTS DEEP SEA SITES GEOLOGY HYDRAULICS DREDGING CLIENTS GRAVEL CHALK SHEET WALLS CRANES RAILS TRACK INSTRUMENTATION TESTS...

... DESIGN PERFORMANCE CHALK THANET SAND THANET GOVERNING STRATA BEARING MODELS BOUNDARY ELEMENTS STRUCTURES PROJECTS LONG TERM MAIN SILLS LAYERS PARAMETRIC VALUE BALLAST STIFFNESS STANDARD MODELLING THAMES LONDON UK Proc. Instn Cio. Engrs. Part 1, 1980. 4,Nov., 747-758...

...LA GREENE NITRATES WATER SUPPLY SPRINGS DRINKING QUALITY METHODS ACTION PROBLEMS CHALK LOADS PRIVATE GROUNDWATER BOREHOLES ABSTRACTION WATER HUMAN SHORT TERM LONG TERM MANAGEMENT GEOLOGY GRAVEL SUPPLY PUBLIC WELLS STANDARDS LEGISLATION CONSUMPTION REMEDIAL EVALUATION...

.... Thequestionhas beenaskedwhethertheengineersandthecontractor would d o this again. It should be pointed out that the conditions at Hanstholm in chalk and Brighton with chalk are special. It is the unevenness of the chalk which necessitated the procedure of suspending the caissons about f m above the bed. 22. Most...

...MP OREILLY; HJ HIGNETT; SG TOUGH; FF ROXBOROUGH; ND PIRRIE © Thomas Telford and ICE 1979 TRRL TRANSPORT AND ROAD RESEARCH LABORATORY MOTT HAY AND ANDERSON NEWCASTLE UNIVERSITY NEW SOUTH WAL SIR ROBERT MCALPINE TUNNELLING LOWER CHALK SHIELDS MACHINERY MACHINES...

... AQUIFERS SUPPLY PERMO TRIASSIC TRIASSIC CHALK BOULDER CLAY BOULDER CLAYS SURFACE ULSTER NORTHERN IRELAND UK Proc. Instn Ciu. Engrs, Part 1, 1979, 66. May, 339-341 HYDROLOGICAL GROUP INFORMAL DISCUSSION Groundwater development in Northern Ireland introduced by J. R. P. Bennett, BSc...

...SSD FOSTER; AS ROBERTSON © Thomas Telford and ICE 1977 INSTITUTE OF GEOLOGICAL SCIENCES EVALUATION AQUIFERS CONFINED YIELD ABSTRACTION GEOPHYSICS PUMPING LEAKAGE SEMI CONFINED GROUNDWATER WATER SUPPLY BEHAVIOUR FLOW INVESTIGATIONS GLACIAL CHALK RECHARGE BOREHOLES...

...SD PRIEST; BC BURMAN © Thomas Telford and ICE 1976 COFFEY AND PARTNERS GROUND CHALK MASS DISTRIBUTION TECHNIQUES MOVEMENT TUNNELS JOINTED NON UNIFORM BLOCKS TUNNELLING ROCKS LOADS RESEARCH BEHAVIOUR CHINNOR Proc. Instn Civ. Engrs, Part 2,1976, 61, Dec., 811...