...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...

...S G MILLARD; W J MCCARTER; WENNER © Thomas Telford and ICE 1991 HERIOT WATT UNIVERSITY REINFORCED CONCRETE RESISTIVITY MEASUREMENT TECHNIQUES METHODS GEOPHYSICAL SUBSURFACE UNDERGROUND EXPLORATION CORROSION DURABILITY TWO POINT TEMPERATURE AMBIENT FLUCTUATION...

...IPG; R ATKINS; A MAY; SIR A GREENGROSS; D BICKNELL; C STOKES; R MEADS; D BAYLISS; A TRAVERS; P GOODWIN; SIR F LAYFIELD © Thomas Telford and ICE 1991 INFRASTRUCTURE POLICY GROUP IPG COORDINATION TRANSPORT CITIES CONGESTION GOVERNMENT INVESTMENT ROADS RAILWAYS UNDERGROUND...

... techniques for the preliminary assess- ment of a cut and cover tunnel. Tunnelling 85 (4th Int. SympBrighton, 1985,83-92. 28. BURLANJD. B. and HANCOCKR. J. R. Underground car park atthe Houseof Commons, London: geotechnical aspects. Struct. Engr, 1977,55,87-105. 29. NAYLODR. J. et al. Finite elements...

... CONTRACTORS IMPACT PROJECTS TROPICS DAMS UNDERGROUND HYDROLOGY SEDIMENTATION SILICA SEEPAGE CAVERNS CONSTRUCTION GENERATORS PREQUALIFICATION BIDDING RESERVOIRS COUNTRIES DESIGN POWER WORKS CONTRACTS GROUTING REACTIONS AERATORS POWER HOUSES PATH ONSITE MANAGEMENT ENVIRONMENTAL...

... of tunnel works with the headrace tunnel at 6.1 m diam., (c) an underground powerhouse with an excavated volume of 22 OOO m3 and a principal span of 20 m; (d)two 72 MW/158 m gross head Francis turbines with associated generators, transformers, switchgear and transmission. This second Paper describes...

...J TATTERSFIELD; PA MAWER © Thomas Telford and ICE 1989 WLPU CONSULTANTS HYDROELECTRICITY PROJECTS COUNTRIES DEVELOPING PLANNING ECONOMICS STUDIES WATER POWER RESOURCES EMBANKMENTS DAMS IMPOUNDING STORAGE CREST TUNNELS WORKS POWER HOUSES UNDERGROUND TURBINES...

...TW HULME; LAC POTTER; JN SHIRLAW © Thomas Telford and ICE 1989 MASS RAPID TRANSIT CORP MASS TRANSIT RAPID TRANSIT SYSTEMS CONSTRUCTION RAILWAYS COUNTRIES DEVELOPING LEGISLATION GROUND CONDITIONS METHODS EQUIPMENT UNDERGROUND STATIONS TUNNELS WORKS CITIES CUT...

... and in-house engineers design is noted and the design organization derived from these considerations to conform with Singapore legislation is given. The principal design features of the system follow with particular attention to tunnel linings, civil defence underground station structures, viaduct types...

... collated by Romanoff and subsequently published. This represents the current basis of underground corrosion for the majoriotyf buried steel structures. In the1960s when Reinforced Earthwas being developed, the Romanodffata were usedto predict the corrosion of galvanized steel in granular soils...

...MG REYNOLDS; GD JENKINS; MK SUMMERFIELD © Thomas Telford and ICE 1988 BRITISH RAIL WESTERN REGION LONDON UNDERGROUND LTD WATER DETERIORATION RAILWAYS STRUCTURES TRACK SLEEPERS EMBANKMENTS MAINTENANCE STABILITY TUNNELS UNDERGROUND BALLAST BRISTOL LONDON UK...

...CA RAISON © Thomas Telford and ICE 1987 OVE ARUP & PARTNERS LONDON ANCHORAGES GROUND PILES RETAINING WALLS RESTRAINT METHODS LIBRARIES DRILLS HOLES ACCURACY TUNNELS ANCHORS TRIALS CONSTRUCTION DIP DEVIATION UNDERGROUND LONDON EUSTON BRITISH LIBRARY...

... LOAD BEARING QUALITY ASSURANCE TUNNELS UNDERGROUND POSITIONING LOADS BRITISH LIBRARY EUSTON LONDON UK Proc. Instn Ciu.Engrs, Part 1,1987,82, Jun., 587-589 GROUNDENGINEERING GROUP Ground anchorages:an introduction A. R. DAWSON, BA, MSc, DIC, MICEF, GS* Introduction The Technical...

...DJ CLARK; BJ WATERMAN; LRT © Thomas Telford and ICE 1986 LONDON UNDERGROUND LONDON REGIONAL TRANSPORT LRT RAILWAYS BRIDGES JUNCTIONS UNDERGROUND ACCESS RECONSTRUCTION CONSTRUCTION STEEL SINGLE SPANS SINGLE SPAN TRUSSES METHODS SUPERSTRUCTURES ERECTION TRACK SUPPORTS...

... ENGINEERING GROUP Extension of the Piccadilly Line to Termina4l Heathrow G. D. Sabine and E. Skelton Mr C.F. Bonnett, London Underground Ltd The planning, design and construction of this extension of the Piccadilly Line has been the fastest soft ground tunnelling project anywhere in the world. In one week 54...

... of the main building structure is followed by an outline of the design of the Departures forecourt and access ramps, the LRT Underground station and the multi-storey short term car park. The road bridges, embankments and apron pavements and noise barriers are also described. Introduction In May 1978, Scott...

.... Suchsites are limited and areoftenlocatedinenvironmentallysensitiveareasremotefromloadcentres. These limitations may be overcome, provided suitable geology exists, by locating the lower reservoir and pump/generating station deep underground. Feasibility studies have been and are being made, and a current...

... Apron subcontractors compound 1 1 Taylor Woodrow slte laboratory 12 Underground rall facllltles Fig. 7. Site layout plan showing temporary site services environmentaseries of preparatory workpackageswasbegun in 1980. Asite layout planof temporary services is shown in Fig7.. 58. The project office...

...CE RUST D EYE; BAA © Thomas Telford and ICE 1986 BRITISH AIRPORTS AUTHORITY BAA SAFETY AIRPORTS CONSTRUCTION WORK FACILITIES STANDARDS PLANNING PASSENGERS BUILDINGS TAXIWAYS RISKS PROCEDURE AIRCRAFT COMMUNICATION DESIGN PARAMETERS MANAGEMENT CONTRACTS UNDERGROUND...

...G D SABINE; E SKELTON © Thomas Telford and ICE 1985 LONDON UNDERGROUND UNDERGROUND RAILWAYS AIRPORTS TERMINALS TERMINAL 4 PICCADILLY LINE EXTENSIONS LINES STATIONS WORKS PROJECTS MANAGEMENT TIME DESIGN UNREINFORCED CONCRETE SEGMENTS RINGS TENDERS POST TENDER...