... were known in detail. Thus therehad been no possibility of moving the foundations north, south, east, or west. As to the change of design,owing to an unexpected high tide compartment No. 7 became partially filled with water on top of the gravel then being excavated near the bottom. Had it aled...

... constructed ; the excavation in that case did not quite reach the rock, but it wentdown t o a considerable depth,andthe work was quite successful. He was not clear about the experiment made to determine the density of the fill. The boxes werefilled withwater and gravel ; the water was then drawn off...

...R M WYNNE EDWARDS © Thomas Telford and ICE 1928 CANADIAN PACIFIC RAILWAY COMPANY SYDNEY E. JUNKINS COMPANY LTD. REINFORCED CONCRETE PILES DRIVING GRAVEL FILL PIERS TRACK SHEDS TIMBER DESIGN REINFORCED STEEL PRECASTING CONCRETING PLANT CURING HANDLING PILES...

... would give the volume and price of the gravel fill, and the average cost per cubic yard of the piles in situ. On p. 52 i t was stated that estimates had been made for various types of pier, and he would be glad if the Author would give some idea as to the relativemerits and costs of the several types...

... to the passing of &-inch stone resting on inch mesh, while another maker of practically the same type of filter stated that the largest gravels should pass+-inchand reston &inch, and thesmallest should pass +-inch and rest on inch. It was of the utmost im portance, with regard to operating-costa, to arrive...

... WATERTIGHT WATERPROOFING BEAMS CEMENT EXPERIMENTS LABORATORIES CUBES VESSELS AGGREGATES GRAVEL CRACKS WEBS FLANGES ELASTIC LIMITS WAR Proceedings.] DISCUSSION ON CONCRe'l'E FOR SITIP-CONSTRUCTION. 259 Discussion. Tho 1'nEsInICNT niovcd a vote of thanks to the Author for his The President...

...A L BELL; A W BRIGHTMORE; J C FERGUSSON; A MALLOCK; J MITCHELL; P M CROSTHWAITE; A R FULTON © Thomas Telford and ICE 1920 RETAINING WALLS EXPERIMENTS SAND DRY FORMULAE THEORY MOISTURE PRESSURE CLAYS FRICTION STRESS GRAVEL ANGLES REPOSE MEASUREMENT MOMENTS 328...

... it is passed through a series of filters which are usually called roughing-filters, but which mayappropriatelybe called gravel filters, since they consist of beds of gravelrangingin size from -:ito 2;. inch. The object of these gravel filters, which can be easily cleaned, is to remove from the water as much...

... Naterid-Four different medin were usedduring the experiments, namely: coal, gravel, blast-furnace slag, and destructor- clinker,andfromthree to five grades of eachwere separately investigated. The gradingwas effected by meansof hand-riddles, but the grades of one medium, for several reasons...

... SHIELDS BENDS COMPRESSED AIR PURIFICATION DISEASES CARBONIC ACID TUNNELLING BRIDGES CAISSONS SINKING GRAVEL SHUTTERS SKIN FRICTION SETTING OUT SURVEYS UNDERGROUND SICKNESS ILLNESS HEALTH WORKERS BAKERLOO LINE BALLAST CONSTRUCTION SHAFTS THAMES ENGLAND GREENWICH...

...A H HAIGH © Thomas Telford and ICE 1902 PERRY SUBAQUEOUS UNDERWATER TUNNELLING GRAVEL RAILWAYS RIVERS TUNNELS SHAFTS SHIELDS IRON LININGS COMPRESSED AIR BENDS MACHINERY DISEASES SICKNESS ILLNESS CARBONIC ACID UNDERGROUND TUBES BAKERLOO LINE LONDON THAMES...

...T R RICHARDSON © Thomas Telford and ICE 1899 HYDRAULIC GOLD MINING DITCHES FLUMES PIPELINES DISCHARGES WATER STREAMS SLUICES CLEANING PIPES WASHING REMOVAL BLASTING GRAVEL RETORTS LA GRANGE CALIFORNIA USA UNITED STATES Paper RICHARDBON ON HYDRAUCLtIOCLD...

... by the constant head maintained at Bushy Mead, and by its passage through the extensive gravel-bed in the Thames Valley, that it was as nearly as possible constant, and would probably remain so, even if there were no rainfall a t all for several years. The Author contended also that this water might be collected...

... of gravel overlying both. There was a rise in the Chalk at Slough which, together with that of the clays t o the southward, separated the mater that came into the Slough gravel from that in the lowergravel in the Thames basinproperbetweenDorney and Windsor. Fig. 4 showed ap- proximately the valley...

... that clay is about 47 feetaboveOrdnance datum, being there covered with gavel 12 feet thick and about l mile in width. This gravel-bed extends fromDatchetwestwardtoNaidenhead,and overlies the Lower Tertiary beds and the Chalk; in some parts it is 30 feet thick ; it is hemmed in on the south and on the north...

... HARBOURS METHODS DEPOSITION BREAKWATERS BLOCKS TITAN CRANES MONOLITHIC MONSOONS WAVES MATERIALS CONSTRUCTION DOCKS WALLS SEA SEA WALLS UNDERWATER SUBMARINE PORTLAND CEMENT MIXTURES SAND GRAVEL SHINGLE FAILURES PORTS PROPORTIONS PIERS GROYNES FOUNDATIONS EXCAVATIONS LAYING...

...H P BOULNOIS © Thomas Telford and ICE 1886 FOOTPATHS KERBS PAVEMENTS STONE ASPHALT TAR GRAVEL CONCRETE BRICKS WIDTH MATERIALS PAVING NATURAL ARTIFICIAL CHIPPINGS 348 BOOLNOIS ON FOOTPATBS. [Selcctcd (Paper No. 2168.) Footpaths. By HENRPYERCBYOULNOMIS.,Inst. C.E. MUCHhas...

... COVERED EXCAVATIONS TUNNELS STATIONS SEWERS UNDERPINNING CROSSINGS WORKS EXTENSIONS GROUND WAYS CUTTINGS PERMANENT WAY BELLMOUTHS FOUNDATIONS BUILDINGS BASEMENTS TUBES CLAYS LONDON CLAY GRAVEL TUNNELLING BRICKS BRICKWORK LININGS LONDON ENGLAND CLERKENWELL CAMPDEN HILL...

... had the honour of bringing under the notice of the Institution an adaptation of Professor Bischof s method of purifying water on a large scale by filtering it through a mixturc of spongy iron and gravel. The operation of the process, as far as the effect upon the waterwas concerned, left nothing tobe...

...J PRESTWICH © Thomas Telford and ICE 1875 SHINGLE BANKS BEACHES PEBBLES COASTS GEOLOGY WIND TRAVEL COASTAL DRIFT CHANGE ORIGINS FLINTS ROCKS CHALK GRAVEL BEDS CURRENTS SEA WAVES CHESIL BANK PORTLAND ENGLAND UK ON THE ORIGIN OF THE CHESIL BANK. 61...