... wherepossible, 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...

... BRIDGES EMBANKMENTS APRONS PAVEMENTS NOISE DEPARTURES GEOLOGY BARRIERS SOIL PROPERTIES BOX CUT OFF REINFORCED CONCRETE WALLS RETAINING SUBSOIL DRAINAGE JOINTS DIAPHRAGM STABILITY MOVEMENT FOUNDATIONS ANCILLARY TAXIWAYS SHORT TERM TICKETS HALLS TICKET HALLS SCOTT WILSON...

... HYDRAULIC INVESTIGATIONS SUBSOIL BUNDS TRAINING CAUSEWAYS WHARVES RETAINING RECLAMATION LAYOUT MAINTENANCE CONTRACTS DREDGERS SILTING EROSION COSTS BRUNEI BORNEO ASIA FAR EAST Proc. Instn Ciu.Engrs, Part 1, 1983,74,Aug., 349-364 PAPER 8649 Design and constructionof Muara Deep...

..., and qualitatively on Texas triaxial tests. It stresses the importance of both subsoil drainage and the need for timely andadequate maintenance, which enable the relatively thin and cheap designs to perform adequately. The economic implications of design risk, particularly with regard to possible legal or illegal...

... 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...

...DL HEATH; JM WATERS; MJ SHENTON; RW SPARROW © Thomas Telford and ICE 1972 BRITISH RAILWAYS BOARD RESEARCH DESIGN TRACK MEASUREMENT STRESS STRUCTURAL CONDITIONS SOILS TESTS SUBSOIL FIELD CONVENTIONAL FOUNDATIONS DISTRIBUTION SUBGRADE CONFIGURATION TRIAXIAL DEFORMATION...

... 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...

... that could arise inbuilt-up areas as a consequence. Unfortunately even a liberal subsoil survey by borehole investigation methodsoften failed to reveal the existence of suchintrusions. Did the Authorsfeel that this dilemma would be resolved in the immediate future by using methods of subsoilsurvey that could...

... BARRAGES INVERTED SIPHONS SUBSOIL FOUNDATIONS CONSORTIA CONTRACTORS OVERSEAS COUNTRIES DEVELOPING EARTHWORKS CONTRACTS DIVERSION DEWATERING SURFACE DRAINAGE CONCRETING CONTROL BRICKS LININGS GROUND WELLS INTERNATIONAL LOCAL LABOUR JOINT VENTURES INDUS BASIN TRIMMU SIDHNAI...

... February, 1965, and willbepublishedafter June 1965. Contributions should not exceed 1200 words.-SEC. BRIDGES RIVERS ARCHES SPANS APPROACHES SUBSOIL CONDITIONS PILES FOUNDATIONS DESIGN CONSTRUCTION LONG LONG SPAN STEEL PIPES PREBORED HOLES SUPERSTRUCTURES STIFFENED TIED STIFFNESS...

...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...

... contracts were commenced in1953 and completed in1960. A new type of articulatedgroynebuilt at SelseyBillwith transverse and longitudinal flexibility gave satisfactory results. The reaction of a coast to protective works depends largely upon the com- position of the subsoil below the beach and upon the rate...

... 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...

...R M FINCH; A GOLDSTEIN UK © Thomas Telford and ICE 1959 NOTTINGHAM CITY COUNCIL R TRAVERS MORGAN BRIDGES INITIAL DESIGN STUDIES MODELS TESTS PRESTRESSED CONCRETE STRUCTURES SKEW SPANS CANTILEVER SUSPENDED VIADUCTS PROBLEMS SUBSOIL INVESTIGATIONS CLIFTON...

...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 © Thomas Telford and ICE 1957 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...

...F M FULLER; J N C COUPER © Thomas Telford and ICE 1955 LONDON COUNTY COUNCIL CLEVELAND BRIDGE & ENGINEERING RECONSTRUCTION BRIDGES WAR DAMAGE IMPROVEMENT FACILITIES ROADS RIVERS TRAFFIC SUBSOIL HISTORY SAND DESIGN COFFERDAMS FOUNDATIONS ABUTMENTS...