..., whichhas increased the widotfhthe canalin several places. 1 Fig. 17. Typical cattle-escape 1065 HAIDER Conclusions 47. The key to this project has been the full and comprehensive ground investigations whichwerecarefully designed to obtainatrue picture of the subsoil conditions. A very high priority...

... leading to a pumping chamber below the ticket hall floor. The pumping system is entirely separate from the subsoil system elsewhere in the building. 52. The in situ concrete walls of the ticket hall are 750 mm thick and were designed for long termearth pressures due tovalues of k of 0.5 for gravel...

... SUBSOIL BUNDS TRAINING CAUSEWAYS WHARVES RETAINING RECLAMATION LAYOUT MAINTENANCE CONTRACTS DREDGERS SILTING EROSION COSTS Proc. Instn Ciu.Engrs, Part 1, 1983,74,Aug., 349-364 PAPER 8649 Design and constructionof Muara Deep Water PortB, runei A. H. BECKETT, MBE, BSc, FICE* S. MARSHALL, BSc...

...RL MITCHELL ZIMBABWE UNIVERSITY RHODESIA MINISTRY OF ROADS AND ROAD TRAF -FIC FLEXIBLE PAVEMENTS DESIGN COUNTRIES DEVELOPING PROCEDURE ROADS CBR CALIFORNIA BEARING RATIOS TEXAS TRIAXIAL TESTS SUBSOIL DRAINAGE MAINTENANCE ECONOMICS RISKS LEGAL ILLEGAL AXLES LOADS...

... of settlemenotf embankments construc- ted on compressible subsoils. Field measurements have been obtained from a num- ber of sites. These results have been compared with predictions based on conven- tionalconsolidationtheoryand on a multi-layeranalysisusingcompressibility parameters determined from measurements...

... or strain distribution through the complete trascukperstructure and substructure andits variability; (c) the subsoil material parameters and their variability determined under relevant loading and environmental conditions. 8. Some of these basic needshave been recognized for manyyears, although previous...

... IRRIGATION PLANNING SLUICES BUTTRESSES RESERVOIRS PIEZOMETERS COLLIMATION BENTONITE DESIGN FOUNDATIONS INSTRUMENTATION FLOODS SUBSOIL LABOUR COLLIMATORS ROSEIRES BLUE NILE SUDAN AFRICA 7047/7048 DISCUSSION The Roseires Dam, Sudan: planning and design R. L. FITT, R. MARWICK & F...

... LAMPS SITES SUBSOIL FORECASTS FOOTPATHS FOUNDATIONS WALLS FINISHES CONTROL JUNCTIONS WORKS ROUNDABOUTS SLIP HEATING SODIUM CONDITIONS TRAFFIC STRUCTURES STANDARDS PIERS EMBANKMENTS ELECTRICAL OPERATION BRENT CROSS LONDON UK 7070 Brent Cross Flyover London G. B. BR1l...

...J C WADDINGTON; R E J WORTH; ICE; CLAUSE 11; CLAUSE 12 © Thomas Telford and ICE 1967 CONDITIONS CONTRACTORS CONTRACTS SUBSOIL CLAUSES RESPONSIBILITY nformar discussion+ Who pays for the unexpected? with particular reference to I.C.E. Conditions of Contract Clauses 11 and 12...

...H N GINNS © Thomas Telford and ICE 1967 MINISTRY OF TRANSPORT MOTORWAYS AESTHETICS CONSTRUCTION INTERCHANGES SURFACE SUBSOIL MARKINGS STANDARDS CODES BARRIERS GLARE SIGNALS DEVELOPMENT BRIDGES TRAFFIC JUNCTIONS DRAINAGE HARD SHOULDER ENTRANCES PRACTICE ACCIDENTS...

... CONTRACTS DEVELOPMENT PLANNING TUNNELLING MACHINERY HYDRAULIC DRIVING SHIELDS SHIELD DRIVEN DIGGERS NETWORKS ANALYSIS TUBES CLAYS LONDON CLAY POCKETS GRAVEL SUBSOIL SURVEYS TARGET DATES LININGS STATIONS PLATFORMS LONDON VICTORIA LINE UK Discussion on Paper No. 6845...

... PROBLEMS TECHNIQUES METHODS BRIDGES HYDRAULIC STRUCTURES RIVERS CROSSINGS BARRAGES INVERTED SIPHONS SUBSOIL FOUNDATIONS CONSORTIA CONTRACTORS OVERSEAS COUNTRIES DEVELOPING EARTHWORKS CONTRACTS DIVERSION DEWATERING SURFACE DRAINAGE CONCRETING CONTROL BRICKS LININGS GROUND WELLS...

... APPROACHES SUBSOIL CONDITIONS PILES FOUNDATIONS DESIGN CONSTRUCTION LONG LONG SPAN STEEL PIPES PREBORED HOLES SUPERSTRUCTURES STIFFENED TIED STIFFNESS LOADS DISTRIBUTION BOX STIFFENING GIRDERS FLANGES ORTHOTROPIC PLATES DECKS FABRICATION ERECTION WELDED COMPOSITE ACTION...

...J K ANDERSON; C D BROWN © Thomas Telford and ICE 1964 MOTT HAY & ANDERSON JOHN HOWARD DESIGN CONSTRUCTION BRIDGES KINGSFERRY BRIDGE LIFTING ROADS RAILWAYS CARRIAGEWAYS FOOTPATHS SPANS NAVIGATION OPENINGS HOLLOW BOX ABUTMENTS APPROACHES EMBANKMENTS SUBSOIL...

...J DUVIVIER COASTS PROTECTION COASTAL EROSION INVESTIGATIONS PLANNING PROBLEMS DESIGN CONSTRUCTION WORKS REGIMES METHODS LITTORAL DRIFT GROYNES PILES GEOLOGY PILING SUBSOIL BEACHES CURRENTS OFFSHORE SUPPLY SHINGLE ARTICULATED SEABED EXPERIMENTS CLAYS SPECIMENS SCOUR...

... RECHARGE WELLS STATIONS WATER SUPPLY BASINS CHALK WATER UNDERGROUND STRATA ECONOMICS STORAGE POROSITY SAND THANET SAND THANET WATER RESOURCES CONSERVATION BACTERIOLOGY SUBSOIL AQUIFERS HARDNESS RECOVERY HYDROLOGY HYDROGEOLOGY LEE VALLEY LONDON BASIN FERRY LANE LEE BRIDGE...

... normal riverlevel. SUBSOIL INVESTIGATION 7. A subsoilinvestigation was carried out in 1952. Typicalborehole logs are shown in Fig. 4. 8. The site is coveredby topsoil and sandy silty clayunder which is a gravel bed of thickness varying from 6 ft to 12 ft. Underneath the gravel is Keuper marl which...

...D R ELLIS; J MCCONNELL © Thomas Telford and ICE 1959 JOHN H HAISTE HARBOUR & GENERAL WORKS USE FREEZING PROCESS CONSTRUCTION PUMPING STATIONS STORMWATER OVERFLOWS FLOODING CHAMBERS SEWERS FLOODS PREVENTION SUBSOIL INVESTIGATIONS STABILISATION GROUND...

...F R MARTIN AIR MINISTRY STABILISATION SOILS RUNWAYS STABILISED AIRFIELDS PAVEMENTS HEAVY DUTY CEMENT SUBSOIL GRANULAR TRIALS TESTS AIRCRAFT LOADS CAPACITY CONSTRUCTION THICKNESS STRENGTH FLEXIBLE DESIGN LAYERS PLANT TESTING PLATES BEARING FLYING MARTIN...

... been experienced with the old bridge owing t o settlement of the foundations, the new bridge, after a thorough examinationof subsoil conditions, waa founded on reinforced concrete piles driven into adense stratum of Thanet Sand. The abutments are of mass concrete, brick faced, with brick pilasters...