...D K YOUNG; P RUTTY © Thomas Telford and ICE 1991 MOTT MACDONALD DOCKLANDS GEOTECHNICS ROADS HIGHWAYS INFRASTRUCTURE GROUND CONDITIONS DEVELOPMENT INFILL DOCKS INFILLING PILES FILL FOUNDATIONS EMBANKMENTS BRIDGES ACCESS GEOLOGY HISTORY APPROACHES FLYOVERS...

...O P WILLIAMS; R A READER © Thomas Telford and ICE 1991 ROFE KENNARD & LAPWORTH WALLACE EVANS DAMS DESIGN CONSTRUCTION EMBANKMENTS FILTERS ROCKFILL QUARRIES TRANSITION FILL RIPRAP INSTRUMENTATION WATER RESOURCES DEVELOPMENT FOUNDATIONS BORROW AREAS PROBLEMS...

...ICID; M J WAKELIN; R J MAINS SMITH; J D WINDERS; F M JARDINE Proc. Instn Ciu. Engrs, Part 1,1991, 90, Oct., 1121-1133 JOINTHALF-DAY MEETING WATERBOARD INTERNATIONALCOMMISSION ON IRRIGATION AND DRAINAGE River andcoastal flood embankments Introducers M. J. WAKELIN, BSc, FICE, FIWEM* R.J. MAINS-SMITH...

... of eight piles werereplaced on the project. Embankment considerations 101. The poor ground conditions over the length of the project led also to a limiting height of embankment of 1.5 m at the abutments of the approach structures. The embankments were built on soft silty clay, known locally as Coode 726...

... FLOODS RIVERS RAINFALL DAMAGE FLOOD PLAINS POLICIES CONTROL STUDIES EMBANKMENTS PROTECTION WATERWAYS GANGES BRAHMAPUTRA BANGLADESH ASIA Proc. Instn Civ. Engrs, Part 1, 1990, 88, Dec., 1131-1135 INFODRISMCAUMLSASERIONITNGIMINEEERING GROUP Flooding in Bangladesh Introducers J. I...

... with measures tocounteract settlement of embankments, the temporary diversion of the Edinburgh/Carstairs main railway line, the unusual amount of tunnelling required for the re-routeing of sewers, and the uncommonly high profile given to landscape planting are all aspects of the contractwhich are dealt...

... SHAFTS IN SITU ABUTMENTS CLOSURES GROUTING EXPANSION PARAPETS EMBANKMENTS COUNTRIES PRESTRESSED BALANCED TESTS FENDERS SITES SITE INVESTIGATION PERMANENT SETTLEMENT SPANS CONTINUITY APPROACHES JOINTS DECKS MATERIALS DEVELOPING SARAWAK SANTUBONG MALAYSIA ASIA Proc...

...CHIN FUNG KEE; R MCCABE © Thomas Telford and ICE 1990 JURUTERA KONSULTANT HOWARD NEEDLES TAMMEN & BERGENDOFF PENANG BRIDGE FOUNDATIONS CONSTRUCTION SOILS ISLANDS MARINE PRESTRESSED LOADS CONTROL COUNTRIES BRIDGES RECLAMATION GEOTECHNICS INTERCHANGES EMBANKMENTS...

... was located near bridge 41 (see Fig. 2). In addition, this particular length of canal has a history of deformations, hill-side slippages and water issues from the embankment. 6. A typical cross-section through the canal between bridges 35 and 36 is as shown in Fig. 2. The Paper describes the investigations...

... INVESTIGATION BLASTING CONCRETE HIGHWAYS ECONOMICS DEGRADATION ROADS VALUATION TENDERS WORK ROCKS ENVIRONMENT FLEXIBLE PRESPLITTING ROCKFILL FILL BULK TRUNK DESIGN TENDERING CUTTING PRESPLIT DRILLING CUTTINGS SURFACING EMBANKMENTS LOCHS LAKES LOCH LOMONDSIDE SCOTLAND CAMUS...

...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...

..., commissioned in early 1988, represents an important phase in the development of Kenya s hydro-electric resources. Built at a cost of KSh 2200 million (E109million) at 1984 prices, the main components of the scheme are: the main embankment dam with a crest height over foundation level of 112 m impounding...

... phase in the development of Kenya s hydroelectric resources. Built at a cost of KSh 2200 million (E109 million) at 1984 prices,the main components of the scheme are: (a) the main embankment dam with a crest height over foundation level of 112m, impounding a gross storage of 585 X 106m3; (b) 10 km...

... TUNNELS DAMS TRANSFER HYDROELECTRICITY POWER PLANNING WATER RESOURCES FORECASTS GEOLOGY HYDROLOGY KAROO KARROO FLOW YIELD STORAGE ROCKFILL ROCKS FILL EMBANKMENTS SANDSTONE BEDROCK ARCHES CONCRETE LESOTHO SOUTH AFRICA AFRICA Proc. Instn Ciu. Engrs, Part 1, 1989,86, June...

... bed, and within the superficial glacial deposits in the area of the tip. Provision was made for the installation of pressure reliefwells in the cutting and below the embankment, and for 3 m deep trench drains and a drainage blanket below the embankment. Although artesian pressures had not been...

... MUD WAVES LAND GEOTECHNICS RECLAMATION MOVEMENT DESIGN TECHNIQUES LANES CONSULTANTS GOVERNMENT BRIDGES LANES PLANNING SAFETY BARRIERS MATERIALS CYCLISTS TYPHOONS COSTS CARRIAGEWAYS FILL URBAN AREAS FUNDING ECONOMICS STRENGTH EMBANKMENTS SETTLEMENT BEAMS PRECAST MARINE...

...NSM BERRY; JP MILLMORE; A SMITH; JW FINDLAY © Thomas Telford and ICE 1988 BABTIE SHAW AND MORTON BIWATER SHELLBEAR LTD DAMS DESIGN CONSTRUCTION EMBANKMENTS RURAL AREAS FEASIBILITY STUDIES GEOTECHNICS FOUNDATIONS SITE INVESTIGATION PROJECTS SEASONS WET PROBLEMS...

... Llanddulas and Clan Conwy, was constructed under two contracts. The Paper describes the work in contract Aof constructing the sea defence works embankment at Llanddulas. The provision of access through the site, to minimize use of local roads, and on tothe beach and installation of soils instruments...

...JA HOWISON; A MACDONALD © Thomas Telford and ICE 1988 BABTIE SHAW & MORTON SCOTTISH DEVELOPMENT DEPARTMENT EDMUND NUTTALL ROADS TRUNK A82 SITE INVESTIGATION ROCKS CUTTINGS EMBANKMENTS PEAT SOILS ORGANIC LOCH LOMOND TARBERT SCOTLAND UK Proc. Instn...

...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...