... ROCKS WATER LININGS GROUTING CONCRETE SLABS OVERFLOWS CHANNELS MASTIC BITUMEN BLOCKS GROUTS GUNITING DRILLING AUXILIARY VALVES GATES TUNNELS DOWELS DRAINS REPAIRS DAMAGE PROBLEMS DRAINAGE ROCKS GEOLOGY BORING BOREHOLES LAKES FAILURES FISSURES PROPERTIES VOLCANIC GORGES...

... that themajor part of the water formerly reaching them had been diverted and furtherfilter-material had been placed over their inlets, it seemed very unlikely. With reference to the thickness of the concrete slabs protecting the bituminous layers, perhaps the word fortunate should have been used...

... the thickness of theseconcreteslabs "-the slabs for the lining. Actually Professor Hornelldid recommend that the slabs should be 8 inches thick, and that they should be reinforced. The last time he did so was by a letter (which Mr. Hellstrom had read) which reached New Zealand in September, 1931. To judge...

...T F BURNS; A R NEELANDS; R U SHAXBY; M NACHSEN © Thomas Telford and ICE 1933 FORD MOTOR COMPANY POWER HOUSES FOUNDATIONS CIRCULATION WATER TUNNELS FACTORIES WORKS RIVERS SLABS FRACTURE CEMENTATION ACCIDENTS DEOXYGENATION CHAMBERS DEATHS FORESHORES DAGENHAM...

... SUBSOIL CALCULATIONS METHODS SUPERELEVATION WIDENING FREE MOVING SLABS JOINTS GRAMPIANS SCOTLAND GREAT NORTH RD INVERNESS PERTH HIGHLANDS UK Proceedings.] OVER THE GRAMPIANS. 145 reconstruction and had observed that if a vehicle of 2 or 3 tons in The duthor- weight went over...

... SURFACING MATERIALS BITUMEN SURFACES BITUMINOUS CURVES GRADIENTS SUPERELEVATION REINFORCED SLABS ALIGNMENT RAFTS RECONSTRUCTION GROUND CONDITIONS MARSHES EASEMENTS PEAT BOGS MOUNTAINOUS GRAMPIANS SCOTLAND GREAT NORTH RD INVERNESS PERTH HIGHLANDS UK Discussion...

... ERECTION GIRDERS REINFORCED CONCRETE BEAMS SLABS PICCADILLY LINE PICCADILLY CIRCUS LONDON UK Proceedings.] DISCUSSION O N PICCADILLCYIRCUSSTATION. 18I Discussion. The PRESIDENinT,moving the vote of thanks, remarked that The President the members would all look with admiration...

...H STRINGER REINFORCED CONCRETE RAILWAYS COUNTRIES DEVELOPING REINFORCEMENT EXPERIMENTS RAILS SLABS CALCULATIONS NEUTRAL AXIS MOMENTS RESISTANCE TESTS BEAMS FAILURES ADHESION BRIDGES PILES PIPES PEKING MUKDEN CHINA ASIA Proceedings...

... RESISTANCE BONDS TENSION BEAMS BENDING MOMENTS WATERTIGHTNESS WATERTIGHT WATERPROOFING PERMEABILITY OIL PROTECTION COATINGS LABORATORIES PERCOLATION SLABS SHIPBUILDING PERCOLATION VESSELS WAR ISLECTIONS. 225 11 Janmry, 1921. J O H N ALEXANDER BRODIE, President, in the Chair...

.... In dealingwith the plans, it was necessary to consider the proposedarrangement of longitudinal, transverse and slab reinforcement in detail, together with the sizes of all concrete members, also to make detailed calculations of the bending moments on all transverse and longitudinal members...

...SIR M FITZMAURICE; F J WARING; V E DE BROE; F SHELFORD; H T S WARD; J S BERESFORD; S PRESTON; R S G MOORE INDIA CEYLON ADAMS BRIDGE BRIDGES RAILWAYS CAUSEWAYS MONSOONS CURRENTS SLABS JOISTS CONSTRUCTION TIDES SAND SURVEYS CONNECTIONS EMBANKMENTS BARRAGES BARRIERS...

...N SHIRAISHI © Thomas Telford and ICE 1911 REINFORCED CONCRETE WAREHOUSES CONSTRUCTION STEEL TESTS SLABS PORTS DESIGN FLOORS KOBE JAPAN (Pttper No. 3908.) A Reinforced-Concrete Warehouse at Kobe. By NAOJISHIRAISIMII., Inst. C.E. (Abstmct.) THEseaport of Kobe,lying...

...S M DIXON; P W VILLIERS © Thomas Telford and ICE 1911 EXPERIMENTS STRENGTH REINFORCED CONCRETE SLABS TESTS APPARATUS UNIFORM LOADS MANUFACTURE REINFORCEMENT FAILURES PLAIN TRANSVERSE IMPACT METHODS 310 DIXON AND VILLIERS ON THE STRENGTH OF [Selected (Paper No. 3940...

...S R LOWCOCK (Paper No. 2621.) '' Strength of Concrete Slabs." By SIDNEYRICHARLDOWCOACsKso,c. M. Inst. C.E. THISPaper gives theresults of aseries of tests made bythe Author to determine the strength of cement concrete slabs made with varying proportions of cement, i n order to ascertaintheir...

...A A LANGLEY; C J BELLAMY © Thomas Telford and ICE 1876 SLATE QUARRYING QUARRIES MINING VEINS ROCKS EXPLOSIVES BLASTING SLABS BLOCKS COSTS CONTRACTORS BIBLIOGRAPHY FESTINIOG WALES UK SLATE QUARRYING IN THE FEBTINIOG DISTRICT. 211 SECT1.1.-OTRER SELECTED PAPERS...

...R MALLET © Thomas Telford and ICE 1859 COEFFICIENTS ELASTICITY RUPTURES WROUGHT IRON MASS METALLURGY TREATMENT CRYSTALS BARS SLABS FORGING TESTS STRAIN MACHINES MACHINERY COMPRESSION STRENGTH RESISTANCE TENSION STEEL PUDDLED METALS FRICTION EXPERIMENTS...