...A F HOWLAND © Thomas Telford and ICE 1991 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...

...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; 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...

... 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...

... Water reservoirs A. C .J. BAKER, BSc(Eng), FICE* A. N. JAMES, BSc, PhD* The tunnel described in this Paper is 6.1 km long, with a 2.54 m internal dia., and has been driven over most of its length in London Clay, using the wedge block expanded precast concrete lining system. It provides an alternative...

... MONITORING FAILURES CLAYS PUDDLE PUDDLE CLAY REINSTATEMENT REPAIRS LIMESTONE FILL LLANGOLLEN WALES UK Proc.Instn Cio. Engrs, Part 1,1990, 88, Dec.,1109-1115 DISCUS9S5IO02N MARITIME ENGINEERING GROUP Reconstruction of Llangollen Canal G. Haider P. Lacey, Ove Arup & Partners Has it been...

...D M POTTS; R A DAY; ICFEP Proc. lnstn Ciu. Engrs, Part 1, 1990, 88, Dec., 899-927 9585 GROUP ENGINEERING GROUND Use of sheet pile retaining walflosr deep excavations in stiff clay D. M. POTTS, BEng, PhD* R. A. DAY, BEM, Sc, DIC* Many deep excavations in urban areas are currently being constructed...

... 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...

... MEMBRANES SETTLEMENT GEOMEMBRANES CLAYS CORES SCHLEGEL SHEETING UPSTREAM IMPERMEABLE ROCKS THICKNESS SEEPAGE PIEZOMETERS 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. Berry J. P. Millmore A. Smith H...

... in clay. The second experimental tunnel was constructed with the wedge block lining which has been used subsequently for most of the small diameter expanded linings. The 30 km Thames-Lee Tunnel was constructed with the Don-seg lining. In thefirst section of this tunnel a steel lining was installed...

... 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 was located near bridge 41 (see...

... months was incomplete at the time of preparation of the Paper. 41. It was appreciated that London clay wouldtakemanyyears to swell if wettedonlyfrom its upper surface. To acceleratetheprocess 42 vertical sand drains were installed in a triangular grid and the waltevrel wasmaintained at the fill surface...

...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...

... GALVANISED UNDERGROUND CORROSION BURIED DATA SOILS GRANULAR LABORATORIES MONITORING LOSS STRIP TESTS SPECIMENS CORRELATION RESEARCH STRENGTH THICKNESS CONTAINERS WATER CONTENT ELECTROCHEMISTRY RED LOW SPECIFICATIONS CLAYS SAND RIVERS SATURATION DRY SHALE EFFECT CHLORIDE...

... 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...

... GRAVITY 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 Proc. Instn Ciu.Engrs, Part 1, 1988,84, Apr., 337-353 PAPER 9276 EGNRGOIUNGPEREORUINDG Short-term slippingof a shallow excavation in gault clay R. H. G. PARRY, MA, ScD, FICE* The Paper describes the geotechnical investigation of slips occurring in an excavated channel in stiff gault clay...