...E O MEASOR; D H NEW SCOTT & WILSON HOLLAND & HANNEN & CUBITTS DESIGN CONSTRUCTION HALLS ARCHITECTURE SITES FOUNDATIONS CONCRETE COLUMNS BASES GRAVEL CLAYS LONDON CLAY EXCAVATING DEWATERING WELLPOINT METHODS EXCAVATIONS DRIVING STEEL SHEETPILING...

... SCREWCRETE CYLINDERS SCREWS PILES MODELS EXPERIMENTS LOADING TESTS SETTLEMENT THEORY DRIVING TORQUE COEFFICIENTS EARTH PRESSURE SCREWING SAND CLAYS FAILURES RIGID BODIES EMBEDDED ELASTIC ISOTROPIC APPARATUS METHODS TESTING LABORATORIES HAM RIVER LONDON CLAY JETTIES STRESS...

... subway in 1869, from a shaft in Tower Hill at the corner of Lower Thames Street to the south side of the river Thames. The tunnel was driven through London clay and in free air, with its top 63 feet below high-water level, giving 22 feet maximum cover. It is 6 feet 7-$inches in internaldiameter...

...G WILSON; H GRACE © Thomas Telford and ICE 1942 SETTLEMENT UNDERDRAINAGE DRAINAGE LONDON CLAY GEOLOGY THEORY CONSOLIDATION WATER LEVELS GROUNDWATER WEIGHT BUILDINGS FORECASTS LONDON UK 100 WILSOANNGDRACE ON THSEETTLEMENT O F LONDON Paper No. 5294. TheSettlement...

... No. 5270 A Laboratory Study of London Clay. t By LEONARDFRANKCOOLING,M.Sc., and ALECWESTLEYSKEMPTON,M.Sc., Assoc. M. Inst. C.E. Correspondence. Mr. A. H. D. Markwick observed that London Clay occurred over wide areas in thelower Thames and theThames estuary,.and also in parts of the Hampshire Basin...

...L F COOLING; A W SKEMPTON COOLING AND SKEMPTON ON A LABORATORY STUDY OF LONDON CLAY. 251 +(a) For D,,n = 4 ; and if -I -1 = -1 as above, W L W T S -S F +D,= WL d ( K - 1 6 s ~ ~ 1)6w~2f2 The varktion of the force F 4is not a verywell-defined function, depending, as it does, on speed, on mean...

... of Technology 1and a t Harvard University 2. With London clay the secondary compression is small, and the simple method of calculating c, describedabove, can beused without serious error. The values of c determined by this method are given in Table 11. They are about 10 per cent. lower than the effective values...

...J DUVIVIER; SIR C D M HINDLEY; WENTWORTH SHEILDS; F E W SHEILDS; G ELLSON; SIR C KIRKPATRICK; R CARPMAEL; L F COOLING; S C LEWIS; T H SEATON; M F BARBEY; J M LACEY; H W HOLMES © Thomas Telford and ICE 1940 CLIFFS STABILISATION WORKS CLAYS LONDON CLAY DAMAGE LANDSLIPS SLIPS...

...H J F GOURLEY; J DUVIVIER © Thomas Telford and ICE 1940 CLIFFS STABILISATION WORKS CLAYS LONDON CLAY SLIPS METHODS DRAINAGE SAND DRAINS SLOPES HERNE BAY KENT ENGLAND UK 444 DISCUSSION ON CLIFF-STABILIZATION WORKS IN LONDONCLAY. view of those cliffs...

...J DUVIVIER J W ELLINGHAM LEGRAND SUTCLIFFE & GELL HERNE BAY KENT ENGLAND UK © Thomas Telford and ICE 1940 DUVIVIER CLIFFS STABILISATION WORKS CLAYS LONDON CLAY INVESTIGATIONS BOREHOLES TESTS DRAINS COSTS DEPOSITS RETAINING WALLS REINFORCED...

... LONDON UK © Thomas Telford and ICE 1939 STEVENSON BUCHAN WATER SUPPLY UNDERGROUND GEOLOGY HYDROLOGY HISTORY WELLS SHALLOW GRAVEL RIVERS CLAYS LONDON CLAY CHALK YIELD RESERVOIRS WATER PUMPING DRAINAGE EVAPORATION LEVELS PUMPS LAND DETERIORATION BOREHOLES...

... DRAGLINES MACHINERY RIVERS CLAYS LONDON CLAY INLETS OUTLETS BELLMOUTHS CAISSONS FOUNDATIONS PIERS SUPERSTRUCTURES FENDERS DOLPHINS FULHAM LONDON RIVER THAMES UK HAYONCONSTRUCTIONAL WORK OF THEFULHAMPOWER-STATION. 3 Paper No. 5172. Constructional Work of the Fulham Power...

... for their adoption. In this case open steel-sheet-piled cofferdams were adopted and provedquitesatisfactory. Boreholes indicated thatthe surface- level of the London clay on the site of the piers ranged from - 16 t o - 22 O.D. The proposed future depth of river dredging on this reach of the Thames is - 17.5 O.D...

... CABLES DEFLECTION STEEL SHEETPILING COFFERDAMS FOUNDATIONS DEMOLITION DESIGN CONSTRUCTION SPANS MATERIALS TESTING TIDES RECORDS TIDAL CLAYS LONDON CLAY SPECIMENS AESTHETICS PRESTRESSED COSTS PRESTRESSING CONTRACTORS CAISSONS TRENCHES CHELSEA BRIDGE LONDON THAMES UK...