... DRAINAGE CLAYS CALIFORNIA BEARING 30 GOODE ON THE CONSTRUCTION OF CHANGI AIRFIELD, SINGAPORE ACKNOWLEDGEMENTS The Author, who was Resident ~uperintending Engineer, is indebted to Mr G. H. Fretwell, C.B., M.LC.E., Director-General of Works, Air Ministry, for permission to publish this Paper. He...

...A H TOMS; W F BEATTY REMEDIAL MEASURES IMPROVEMENT RAILWAYS TRACK INVESTIGATIONS DESIGN METHODS INSTABILITY WATERLOGGING SOILS CLAYS MARL SILT SHALE TREATMENT REPLACEMENT MATERIALS WATERPROOF METHODS CAST IN SITU CONCRETE SLABS DRAINAGE STRENGTH PUMPING MOISTURE...

... that there THE IMPROVEMENT OF RAILWAY TRACFOKRMATIONS 43 were two distinct types of subsurface conditions which resulted in unsatisfactory track conditions. First, there were those in which the soil under the ballasting materials was failing in shear with the formation of pockets of waterlogged and often clay-contaminated...

...R R W GRIGSON; J MCCARTHY LEE; J H MCFEETERS; D J MACLEAN; H R REYNOLDS; W H WARD; J C A ROSEVEARE; C B BROWN; D A BROWN; R S COLQUHOUN; G G MEYERHOF; R L MITCHELL; A A OSBORNE; M J TOMLINSON SOILS DRAINAGE ROADS ENGINEERING VEGETATION METHODS CONSOLIDATION CLAYS FRENCH DRAINS...

... AIRPORTS METHODS FOUNDATIONS CLAYS CONCRETE PAVEMENTS CBR RATIOS COMPRESSION STRENGTH FAILURES SHEAR STRESS SLABS CALIFORNIA BEARING UNDER-CARRIAGE DESIGN TO PROPERTIES OF SUBGRADE SOIL. 29 9. Cooling, L. F., andColder, H. Q. Portable Apparatusfor Comprwion Testa on Clay Soils...

.....waythickness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PAGE .3 . . 4 5 .5 .6 California Bearing Ratio method . . . . . . . . . . . . . . 6 Glossop and Golder method for clay soils. . . . . . . . . . . . 7 New method of design...

... size . .. . . .. . . .. . . .. . . .. . . .. . The soil profile . . . . . . . . . . . .The occurrence and movement of sub-surfme water . . . . . . . . . . .The water table Ground-waterflow . . . . . . . . . . . . Movement of soil moisture above the water table . . . . . . .The consolidation of clay...

... STRUCTURES PRESSURE CLAYS SHRINKAGE FAILURES MOISTURE ELASTICITY CONCRETE RESULTS TO THE DESIGN OF SIMPLE FOUSDSTIONS. 27 may act, as a rigid box and spread the load over the wholeof t,he base, instead of only on the footing as intended ; in such cases the earliest signs of trouble will appear a t...

...G WILSON © Thomas Telford and ICE 1946 SOILS TESTS DESIGN FOUNDATIONS SAFETY MECHANICS FAILURES BLOCKS FOUNDATIONS STRIP SITE INVESTIGATION DESIGN FOOTINGS HYDROSTATICS PRESSURE TANKING CONSOLIDATION PILING FLOATING SOIL MECHANICS COHESION CLAYS STRENGTH...

... INVESTIGATIONS PROTECTION WORKS DRAINAGE FAILURES BOREHOLES SOIL MECHANICS CLAYS GAULT GAULT CLAY FOLKESTONE WARREN DOVER UK 26 DISCUSSION OK FOLKESTOPU E WARREK LANDSLIPS. Discussion. The Author introduced the Paper with the aid of a series of lantern slides showing the extensive...

.... As in the case of the clay soil, the smooth rollers gavemaximumcompactionafterabouttenpassesand the sheepsfoot rollers required morethan thirtypasses, but theorder of merit of the rollers was different. The B-ton roller gave the best resultsa t all stagesof rolling ; SOIL COMPACTION AND TAHPEPIRLICATION 49...

...F M DU PLAT TAYLOR; FMDP TAYLOR; M NACHSHEN; J E G PALMER; A W SKEMPTON; C PEEL; A L BAKER; G C BLOFIELD © Thomas Telford and ICE 1945 SHEETPILING MARITIME WORKS WHARVES TIMBER SEA DEFENCES PIERS PROTECTION SUBWAYS EARTH PRESSURE CALCULATIONS WALLS CLAYS QUAYS SUSPENDED...

... in Great Britain was different, as more moisture was prevalent. It was true that in Major Gotlieb s own State the rainfall was 80 inches per annum, but that was seasonal, and certain seasons were dry.Ifthe sub-grade were properly compacted-for example, by adding sand to the clays or clays to thesand...

... GRAVEL FILLING CLAYS MUD SILT PEAT SHEAR TESTS COMPRESSION CRACKS SLIP DRAINAGE FORMATION SHEETPILING THE INSTITUTION OF CIVIL ENGINEERS. RAILWAY ENGINEERINGDIVISION. SOIL MECHANICS AND THE RAILWAYENGINEER. BY HENRY RAYMONDREYNOLDS, Assoc. M. Inst. C.E. SOME SOIL MECHANICS PROBLEMS...

... RAILWAY BUILDING RESEARCH STATION LE GRAND, SUTCL GAULT CLAY SOIL MECHANICS PROBLEMS RAILWAYS SLIPS CLAYS FAILURES SLOPES CUTTINGS SAFETY BANKS SHEAR RESISTANCE REMEDIAL MEASURES BALLAST PRESSURE PREVENTION TESTING APPARATUS DRAINS GROUNDWATER SAMPLES GAULT FISSURES...

... PILES PLANNING BEARING SHEETPILING MOISTURE CLAYS LONDON CLAY PUMPING PILING STEEL STRUCTURES I N CONNEXION WITH CONSTRUCTIONAL WORKS. 19 the drawing are shown the four large bases to the columns carrying the tower with diagonal ribs between them. Fig. 16, Plate 4,shows the distribution...

...R GLOSSOP; H Q GOLDER © Thomas Telford and ICE 1944 CONSTRUCTION PAVEMENTS CLAYS FOUNDATIONS SOILS FAILURES FLEXIBLE METHODS DESIGN FIELDS TESTS THICKNESS INVESTIGATIONS BIBLIOGRAPHY ROADS MATERIALS WEARING SURFACE BASES SUBGRADE CLAYS EXCAVATIONS AGGREGATES CONCRETE...

...GLOSSOP; R W GRIGSON; J KENNARD; R S G STOKES; A H D MARKWICK; P M OTWAY; D WOOLTORTON; J J BRYAN; H S KEEP; H GRACE; L F COOLING; R L JAMES; W H WARD; H E ALDINGTON; G C WILSON; J K WILKINS; J N MCFEETERS; A P LAMBERT; H E BROOKE-BRADLEY; A R COLLINS POAFVEMENTS ON A CLAY FOUNDATISOONIL. 21 (4...

... SCIENTIFIC & INDUS. RESEARCH USAGE LOW GRADES AGGREGATES SOILS CONSTRUCTION BASES ROADS AERODROMES SURFACING MIXTURES SHELLS CEMENT SHRINKAGE CRACKS CHEMICALS STABILISATION HEAT TREATMENT IMPROVEMENT RESEARCH GRAVEL CLAYS MACADAM BITUMEN MATERIALS THICKNESS COHESIVE...

...J DAVIDSON; A W SKEMPTON; H Q GOLDER; R GLOSSOP; A C WHIFFIN; H G LLOYD; A H TOMS; E E H BATE; A W SKEMPTON; G E SCOTT; W J SINCLAIR © Thomas Telford and ICE 1942 EARTHWORKS EMBANKMENTS LIQUIDS LIMITS MATERIALS BANKS COHESIVE NON COHESIVE MIXING STRENGTH CLAYS SAMPLING...