... 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...

...CJFP JONES; CEGB; JB CRIPWELL; DI BUSH © Thomas Telford and ICE 1990 NEWCASTLE UNIVERSITY CENTRAL ELECTRICITY GENERATING BOARD NETLON CEGB REINFORCED STRUCTURES SOFT PULVERISED FILL DRAINAGE WALLS RECORDING GRIDS CERTIFICATES GEOGRIDS CORROSION EARTH ROADS SOILS...

... SOFT DRAINAGE DREDGING CLAYS DEPOSITION FILL SITE INVESTIGATION QUARRIES MATERIALS ROCKS PLANT CONTRACTORS PERFORMANCE SETTLEMENT MONITORING EXCAVATION SLOPES STABILITY FILLING SUBMERSIBLE CULVERTS CONCRETE FOUNDATIONS DECKS GEOTECHNICS DEPOSITION COMPACTION CLIMATE...

...G D SABINE; E SKELTON; C F BONNETT; J FIELD; A J RUNACRES; R D MCKENZIE; J T MANNING; J L ASHFORD; J BUCHANAN; N S COLLIE; R N CRAIG; A W SHILSTON; M KNIGHTS © Thomas Telford and ICE 1986 EXTENSIONS UNDERGROUND RAILWAYS AIRPORTS PLANNING DESIGN CONSTRUCTION GROUND SOFT TUNNELLING...

...J H HYATT; R RATANAPRAKARN THAILAND SIAM ASIA BANGKOK DIN DAENG ROADS BRIDGES CONSTRUCTION COUNTRIES DEVELOPING SECTIONS EXPRESSWAYS SYSTEMS URBAN DUAL CARRIAGEWAYS MOTORWAYS ROADS VIADUCTS STRUCTURES PILES DRIVING SOFT CLAYS PRETENSIONED CONCRETE BEAMS ASH...

...P VAVASOUR; R RATANAPRAKARN © Thomas Telford and ICE 1983 FREEMAN FOX THAI ENGINEERING DESIGN BRIDGES ROADS COUNTRIES DEVELOPING SYSTEMS EXPRESSWAYS CITIES URBAN STUDIES FEASIBILITY SECTIONS VIADUCTS EMBANKMENTS SOFT TOLLS GROUND LIGHTING COLLECTION CONDITIONS...

...FA PAGE; RC CURTIS; HGJ MILLS © Thomas Telford and ICE 1981 PETER FRAENKEL PORT OF LONDON AUTHORITY SHOREHAM PORT AUTHORITY DESIGN CONSTRUCTION TERMINALS DOCKS CONTAINERS QUAYS BERTHING VESSELS RIVERSIDE LAND RECLAMATION SOFT CLAYS FORESHORES SETTLEMENT DEVELOPMENT...

... to aggressive situations and aggregateecement reactions, are generally of greater significance. 11. In summary the evidence for our views is as follows. 12. First, most Middle East limestones are fairly coarsely crystalline and are geologically young and somewhat soft ; i.e.,itis estimated that they typically...

... DISTRIBUTION VERTICAL WATER PRESSURE SOFT PATTERNS THRESHOLD TWL ASYMMETRICAL TUNNELS FLOW INTAKES LININGS EROSION PLANE INNER INVERTS HOLES ESTIMATES INTENSITY TAIL CONDITIONS TAILWATER TARBELA PAKISTAN ASIA Prac. Insfn Civ. Engrs. Part I , 1981, 70, Feb., 65-89 8382...

... MALFUNCTION JACKING MERRISON EARTHWORKS CORTEN TRUNK GROUND EMBANKMENTS BOX RAILWAYS FINANCE JACKS ABUTMENTS ERECTION PUBLIC RESIDENTS A465 PROBLEMS BRIDGES GIRDERS PLANNING ENVIRONMENT INSTRUMENTATION STEEL SOFT INQUIRIES ABERDULAIS LLANDARCY NEATH ABERGAVENNY WALES...

... TRIAL BYPASSES CENTRIFUGES STABILITY SOFT HIGHWAYS GROUND SAND PORE MOVEMENT COEFFICIENTS EMBANKMENTS ALLUVIAL BANKS CONDITIONS DRAINS PRESSURE EARTHWORKS INSTRUMENTATION Proc. Instn Ciu. Engrs, Part 2, 1976, 61, Sept., 587-619 7877 DISCUSSION Settlement and stability of embankments...

...JV BARTLETT; DA HOWELLS; JRJ KING; AW SHILSTON © Thomas Telford and ICE 1976 DUNDEE UNIVERSITY SOFT GROUTING LOWER BOUNDS TIMBERING LININGS CONSTRUCTION TEACHING GROUND COLLAPSE TUNNELS CAULKING CONDITIONS UNIVERSITIES UNDERGRADUATE TUNNELLING UPPER BOUNDS...

...D I BLOCKLEY; R E MELCHERS © Thomas Telford and ICE 1976 MONASH UNIVERSITY PREDICTION ACCIDENTS PROBABILISTIC MATHEMATICS INTERSECTIONS PROBABILITY FAILURES DESIGN STRUCTURAL ANALYSIS SAFETY SOFT Proc. Instn Civ. Engrs, Part 2, 1976, 61, June, 437-441 7825 DISCUSSION...

...WA LEWIS; TRRL; RT MURRAY; IF SYMONS Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Dec., 571-593 7877 Settlement and stability of embankments constructed on soft alluvial soils ThisPaperdescribestheresultsofanextensiveprogrammeofresearchintothe problem of predicting the magnitude arnadte...

...JV BARTLETT; JRJ KING MOTT HAY AND ANDERSON MOWLEM SOFT PROJECTS SITE INVESTIGATION MATERIALS TENDERS DRIVING GROUND STATE OF THE ART DESIGN CONTRACTORS SHAFTS MECHANISATION TUNNELLING TUNNELS LININGS CONTRACTS SHIELDS Proc. Insrn Civ. Engrs, Part 1, 1975, 58, Nov...

...),andwasconstructedin 1967-1970. Thedamcomprises a mass gravity concrete sectionon a rock foundation on one side of the valley and an earth embankment on a channel filled with soft glacial clay on the other side. The geological conditions at the damsiteled to this design, and problems of the soft clay foundation...

...AG DAVIS; CS DUNN; CEBTP © Thomas Telford and ICE 1974 BIRMINGHAM UNIVERSITY CEBTP THEORY VIBRATIONS METHODS RESPONSES CONCRETE BEHAVIOUR EFFECT COMPUTERS MECHANICAL LENGTH GROUND CORRELATION DIAMETER SOFT BORED APPARATUS MEASUREMENT ELECTRICITY FOUNDATIONS WORKS...

...WG WOOD; AC MILLS © Thomas Telford and ICE 1974 ROYAL MILITARY COLLEGE OF SCIENCE PENETRATION ENDS FORMATION SPECIMENS WOOD JOINTING EXPERIMENTS STRENGTH TIMBER METHODS TESTS SOFT Proc. Instn Civ. Engrs, Part 2, 1974,57, Dec., 693-699 TN I 0 0 Penetrationjointing...

... DISPOSAL TUNNELLING DRIVING UNDERGROUND SHIELDS RESEARCH CONDITIONS COSTS PROPERTIES MATERIALS CONTAMINATION MACHINERY SEALING RAILWAYS SYSTEMS SOFT EXPERIMENTS PERFORMANCE SLURRY PLANT NEW CROSS LONDON UK 7670 DISCUSSION The bentonite tunnelling machine J. V. BARTLETT...

... atTeesmouth and drawn comparisons between methods (a 6 ) and (d).l 53. A major problem with this approach is to know the maximum tank deflexion that can be used. The consolidation and lateral displacement of the soft soil can be replaced by a sufficient thicknessof pad under the tank, so that its base does...