... to have the higher thermal expansion but the order of difference is not high; the age of concrete has little effect on its thermal expansion. The method of curing and the water content have only a small influence on the thermal expansion. Desiccated and water-saturated concretes have similar coefficients...

... gravels and sands to about 90 lb. per cubic foot for heavy clays. For a constant amount of compaction, all soils have an optimum moisture content at which a maximum dry density is obtained. The leboratory tests used to determine the compaction characteristics are described in this Paper and factors...

... WATER PILES QUALITY CONTENT CEMENT RATIOS RUNWAYS FAILURES REINFORCED REPAIRS METHODS GUNS AIR ENTRAINED HAC HIGH ALUMINA SUPERSULPHATED PROTECTION AGGREGATES REINFORCEMENT MATERIALS CRACKS EFFECT MOORLAND BRIDGES SUPERSTRUCTURES OVERBRIDGES LOCOMOTIVES BLAST VELOCITY...

... mixed for a minimum specified period, and locking devices to control the time should be fixed to the mixer. More efficient compaction could be obtained with mechanical finishers using concretes of lower workability, and therefore higher strengths could be obtained with the use of lower cement-contents...

... COMPACTING EQUIPMENT COMPACTION THICKNESS RUNWAYS EXPANSION CONTRACTION JOINTS CURING PROTECTION TESTS CUBES MACHINERY VIBRATORS FROST METHODS VARIATIONS COMPRESSIVE STRENGTH CONTENT COARSE FINE PAVEMENTS HEATHROW LONDON UK JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS...

...L F COOLING; H Q GOLDER © Thomas Telford and ICE 1942 ANALYSIS FAILURES EARTH DAMS CONSTRUCTION STABILITY METHODS SWEDISH COHESIVE SOILS FRICTION BANKS PUDDLE CORES SAMPLING WEIGHT SHEAR STRENGTH WATER CONTENT EARTHWORKS SITES PLASTIC LIMITS 38 COOLING AND GOLDER...

... the maximum value of D,occum when 2K8 -f 2 . . . . . . . (10) and in of magnitude Paper No. 5270. A Laboratory Study of London Clay. t By LEONARFDRANKCOOLING,M.Sc.,andALECWESTLEY SKEMPTONM,.Sc.,Assoc. M. Inst. C.E. (Ordered by the Council to be published with written discussion.)l TABLE OF CONTENTS. PAQE...

...G M BINNIE; J A PRICE © Thomas Telford and ICE 1941 APPARATUS MEASURING LATERAL PRESSURE CLAYS SPECIMENS VERTICAL LOADS INSTRUMENTATION MEASUREMENT DESIGN CALIBRATION EXPERIMENTS MOISTURE CONTENT ELASTIC PROPERTIES TESTS LABORATORIES LIAS BLUE CLAY PUDDLE PUDDLE CLAY...

...SIR R R GALES; J R BELL © Thomas Telford and ICE 1938 PRINCIPLES RIVERS TRAINING RAILWAYS BRIDGES APPLICATIONS BUNDS APRONS GUIDEBANKS CLASSIFICATION BREACHES SCOUR DESIGN LENGTH DEPTH PIERS FOUNDATIONS PROTECTION BEDS WORKS CUT OFF SILT CONTENT INFLUENCE SAND...

... CHARACTERISTICS SOIL MECHANICS PREVENTION RAILWAYS REMEDIAL MEASURES MOVEMENT TOES TREATMENT INFLUENCE WATER CONTENT SLIDES LANDSLIDES METHODS DRAINAGE WITH SPECIALREFERXNCE TO CLAY @.LIPS. 475 Discussion. The AUTHORexhibited a number of lantern-slides illustrating hisme Author. Paper. He...

... GROUND STRESS MEASUREMENT TESTS DESTRUCTION REINFORCEMENT CEMENT AGE CONTENT CURING AGGREGATES HAMMERS YOUNGS MODULUS STRENGTH EFFECT MANUFACTURING CONDITIONS PACKING MATERIALS WAVES PROPAGATION RODS ELASTIC MATHEMATICAL HEADS 150 GLANVILLE, GRIME AND DAVIES ON THE BEHAVIOUR...