... of Dakotas, certain failures in the immediate subgrade had taken place. They were partly due to the rotting of the bituminized hessian, which allowed the ingress of water, the clay immediately below becoming unstable. There had also been a general sinkage, mentioned by the Author as being lOt inches, in one...

... GROUTING MAINTENANCE CONSTRUCTION GRADING MATERIALS DRAINAGE TREATMENT IN SITU PRESSURE CLAYS FISSURES WATFORD FRANCE UK USA 42 TOMS AND BEATTY ON REMEDIMALEASIJRFEOSR contact with drainswill constitute an importantsimplification of construction. The normal glazed-stoneware pipe...

...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...

...H Q GOLDER RUNWAYS THICKNESS METHODS CARRIAGES DESIGN PROPERTIES SUBGRADE SOILS STANDARDS LOADS SOILS CBR RATIOS CLAYS SHEAR STRENGTH SAND BEARING PRESSURE SUBMERGENCE TESTS TIRES TYRES PRESSURE FRICTION BIBLIOGRAPHY STANDARDS AIRPORTS FOUNDATIONS CALIFORNIA ©...

... Problems Associated with Clay, with Special Reference to Clay Slips ". J. Instn Civ. Engrs, vol. 8, (1937-8), p. 457. (April 1938.) Skempton, A. W., 1943, '' Notes on the Compressibilityof Clays 'I. Quart. J. Geol. Soc. May 1943. Sparkes, F. N. and A. F. Smith, " The Concrete Road, aReview of Present...

...R GLOSSOP © Thomas Telford and ICE 1947 SOILS DRAINAGE ROADS ENGINEERING METHODS CLASSIFICATION WATER TABLE GROUNDWATER FLOW MOVEMENT MOISTURE CONSOLIDATION CLAYS VEGETATION EFFECT SUBSURFACE FOUNDATIONS BEARING CAPACITY CONSOLIDATION FROST FRENCH STABILISATION...

... 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...

...G WILSON 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 © Thomas Telford and ICE 1946...

... 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...

... 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 undercliff movements which took place...

...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...

.... 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...

...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 CONSTRUCTION PAVEMENTS CLAYS FOUNDATIONS...

... 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...

... 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...

...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...

...F S SNOW; W H WARD; C P TAYLOR; A H MOBERLY; E F HUMPHRIES; R B KIRWAN; D T LLOYD JONES © Thomas Telford and ICE 1944 PROBLEMS CONSTRUCTIONAL WORKS ROLLING MILLS PRESSURE MOVEMENT BUILDINGS UNDERPINNING FOUNDATIONS CRACKS PILES PLANNING BEARING SHEETPILING MOISTURE CLAYS...

...H R REYNOLDS SOIL MECHANICS RAILWAYS ENGINEERS CLASSIFICATION SOILS SAMPLING TESTING STABILITY SLOPES DESIGN CUTTINGS EMBANKMENTS TOES WALLS STONE PITCHING SLIPS REMEDIAL MEASURES PERMANENT WAY RETAINING FOUNDATIONS STRUCTURES SAND GRAVEL FILLING CLAYS MUD SILT PEAT...

... 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...

... SUITABILITY THICKNESS FAILURES MACADAM EMULSIONS TAR CLAYS PROTECTION BITUMEN PORTLAND CEMENT CONCRETE CHEMICALS WATERPROOFING INVESTIGATIONS MIXING SPREADING COMPACTING ADMIXTURES UK USA THEINSTITUTION OF CIVIL ENGINEERS. ROAD ENGINEERINGDIVISION. TEE USE OF LOW-GRADE AGGREGATES...