.../bentonitehydrofracture grouting, claquage through tube-a-manchettes: to seal any fissures in the clay and contact planes between clay and non-cohesive ground, tighten the ground and reduce the per- meability of non-cohesive ground by forming a pattern of intersecting veins of grout. It is a method used successfully...

...MJ LITTLE; JA DUXBURY; JD COLACO OSORIO © Thomas Telford and ICE 1989 POSFORD DUVIVIER CHANNELS PIPES CORROSION TUBES SETTLEMENT SUBMARINE PROJECTS SEABED ALIGNMENT PIPELINES DESIGN STEEL MUD TOLO HONG KONG HONG KONG ASIA Proc. Instn Civ.Engrs, Part...

... IMMERSED ENVIRONMENT BYPASSES RAILWAYS INTERCHANGES DURABILITY ROADS PROJECTS TRAFFIC BRIDGES UNITS TUBES TIME SIGNS PUBLIC LAND COASTS DESIGN ANALYSIS SITE INVESTIGATION TUNNELS LANDSCAPE TOURISM ROUTES INQUIRIES STABILITY ST ASAPH ABER WALES NORTH WALES UK Proc...

... INELASTIC MECHANISMS UNDERWATER CROSSINGS SHIELD DRIVEN PROPERTIES SHIELDS CYLINDRICAL FINITE STRIP MOMENTS CURVATURE RESPONSES STIFFNESS TUBES RIGIDITY HUDSON RIVER MANHATTAN NEW JERSEY USA UNITED STATES Proc. Instn Cio.Engrs, Part 2,1989,87, June, 159-174 PAPER 9331...

...AR DAWSON © Thomas Telford and ICE 1987 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...

...DA GREENWOOD; TA MCNULTY CEMENTATION PILING & FOUNDATIONS ANCHORAGES GROUND SHEAR TUBES ANCHORS LOADS STRAIN DISTRIBUTION CAPACITY LENGTH BONDING MATERIALS FIELD TESTING AXIAL CONVENTIONAL STRESS Proc. Instn Cio. Engrs, Part 1,1987,82, Jun., 591-599 TN474 GROUP...

..., is leading to the increasing use of tubular gallery enclosures. These tubular galleries consist of straight or curvedcylindricalthinshells ortubes.Theycontainthe conveyor,walkways,cablebanks, dustcontrol systems andother mechanical items and the spansbetween supports canbe from 15m to 70m. The tubes serve...

... as simply as possible, that is welded directly tube to tube. However, these typesof connection ought almost alwaysto be classified as semi-rigid, which gives rise to two problems. The first is at what level of the applied loading thejoints are still working elastically, which is important in its...

...WR DICKENS © Thomas Telford and ICE 1984 THAMES POLYTECHNIC FLOWCAGE LABORATORIES TESTS RENEWABLE ENERGY WATER DEVICES FLOW AMPLITUDE VIBRATIONS ELASTIC SUPPORTS ASSEMBLY TUBES FLUMES LOADS DAMPING EXTERNAL POWER CHANGE SOURCES FLYWHEELS PUMPING DRIVING...

...CA CARVELL; FA ROBERTS; MP OREILLY POWER STATIONS DESIGN CONSTRUCTION OFFSHORE WATER SYSTEMS IMMERSED TUBES TUNNELS INDUSTRIES CONTRACTORS GROUND CONDITIONS COSTS INVESTIGATIONS KILROOT BELFAST LOUGH ULSTER UK © Thomas Telford and ICE 1982 Proc. Instn Cio...

...TC LIAUW; LW KWONG; P BHATT; NK SUBEDI GLASGOW UNIVERSITY DUNDEE UNIVERSITY METHODS UNIFIED TORSIONAL ANALYSIS SHEAR CORES FRAMES TUBES STRUCTURES THIN WALLED BEAMS THEORY CLOSED FORM TORQUE LAG FOLDED PLATES FINITE STRIP LOADS BASES THREE DIMENSIONAL MODELS...

...CA CARVELL; FA ROBERTS © Thomas Telford and ICE 1982 SOGEX MANAGEMENT PARIS ALLOTT & LOMAX CHRISTIANI & NEILSEN POWER STATIONS DESIGN CONSTRUCTION OFFSHORE WATER SYSTEMS CIRCULATION PRE TENDER IMMERSED TUBES METHODS TUNNELLING OUTFALLS CONDUITS TENDERS...

... EXPRESSION INITIAL POST YIELD COEFFICIENTS MATRICES MATRIX TESTS JOINTS SUBASSEMBLAGES SPECIMENS ROSETTES YIELD BEAMS BEHAVIOUR INTERSECTIONS TUBES STEEL PREDICTION ELASTIC RANGE PLASTIC FRAMES INVESTIGATIONS INTERIOR WELDED STRAIN WEBS LEVELS STIFFNESS Proc. lnstn Cio.Engrs...

...TC LIAUW; WK LUK; VZ VLASOV © Thomas Telford and ICE 1981 HONG KONG UNIVERSITY UNIFIED ANALYSIS FRAMES TORSION LOADS MODELS PERSPEX THIN WALLED THEORY NUMERICAL EFFECT CORRECTIONS EQUATIONS THEORY METHODS SHEAR TUBES SOLUTIONS TWISTING TESTS CONTINUUM ELASTIC...

... unearthed during excavations for a new stock exchange building. 182 MICRO-PILES The main load-bearing elements of Hydrotechnique micro-piles are steel tubes having an outside diameter approximately one half of the diameter of the drill hole. These tubes are made up to the required length on site by screw...

... TUNNELS IMMERSED CONDITIONS ROCKS HARBOURS SEQUENCES LININGS FABRICATION MODIFIED DESIGN TUBES METHODS DRIVING PROBLEMS CONTRACTORS COMPRESSED BORING HONG KONG HONG KONG ASIA Proc. Instn Civ. Engrs, Part 1, 1980, 6 8 , Nov., 627-655 Hong Kong Mass Transit Railway Modified...

...LC PHILLIPS; JG BERRY; GA METCALFE; PA COX; J DE GREEF; WRV BUTCHER; JE ABURA; PFB TATHAM; JD METTAM; D KERR; JW HUNTER; EL BARRON © Thomas Telford and ICE 1978 DESIGN WATER COUNTRIES JOINTED DECKS RUBBLE TUBES DRIVING FAILURES CONSTRUCTION QUAYS DEVELOPING PILES CONTAINERS...

... METHODS EIGEN VALUES PLASTICITY ACCESS CONSTRUCTION TOWERS GEOMETRY COLUMNS FORMULAE TUBULAR ASSEMBLY CALCULATIONS ELASTIC COUPLERS FINITE TUBES TALL PREDICTION APPROXIMATION SCAFFOLDING LENGTH FAILURES Proc. Insrn Civ. Engrs, Part 2, 1977. 63,June, 31 1-329 8023 The collapse...

... SUSPENSION ELASTICITY CONDITIONS FLANGES TRAFFIC COSTS STRESS LOADS SPANS TUBES TRAINS MODELS TESTS SALTASH ROYAL ALBERT TAMAR DEVON CORNWALL UK Proc. Instn Ciu. Engrs, Part 1, 1976, 60, Feb., 163-174 7758 DISCUSSION Stress investigation and strengthening of the Royal Albert...

... DESIGN URBAN SIGNALLING PASSENGERS STATIONS SYSTEMS MASS TRANSPORT ALIGNMENT SAFETY UNDERGROUND TUBES HONG KONG HONG KONG ASIA Proc. Instn Ciu. Engrs, Part 1, 1916, 60, Aug., 535-545 7882 DISCUSSION Planning and design of the Hong Kong Mass Transit Railway J. T. E D W A R D S M...