... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 488 488 489 Rigid pavements . . . . . . . . . . . . . . . . . 489 .Double-slapbavements Flexible pavements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 490 490 . . . . . . ..Pre-stressedconcrete pavements . . . . . . . . . . . . 490 . . . . . .Effects on runways of jet engines .491...

...F R MELVILLE; RLG HETHERINGTON; W J E BINNIE; C C MACKINTOSH; AE MANN © Thomas Telford and ICE 1948 BINNIE DEACON & GOURLEY WATER SUPPLY CITIES COUNTRIES DEVELOPING PIPES TROPICS REINFORCED CONCRETE DAMS FLEXIBLE WALLS CORES PUDDLE CLAYS PUDDLE CLAY PEGU...

... mention was made of a framework of concrete beams to hold them in position in some cases. That seemed to be 'an expensive procedure and Mr.Blofield suggested lacing the blocks with flexible wire ropes or hooked bars. Works of that nature were used in t,he construction of loading " hards " on open beaches...

...K BILLIG © Thomas Telford and ICE 1946 CONCRETE SHELLS ROOFS FLEXIBLE MOULDS SIMPLIFIED CONSTRUCTION METHODS CORRUGATED FABRICS SCAFFOLDING REINFORCEMENT 228. BILLIG ON CONCRETE SHELL ROOFS WITH FLEXIBLE MOULDS. Paper No. 5506. Concrete Shell Roofs with Flexible Moulds...

..., ultimately forming an embankment, or laid in random fashion to form a mound. Secondly, the investigation was directed at finding the corresponding velocities if, instead of using, say, cubical concrete blocks, the workwere carried outin flexible bolsters containing stone chippings. Pinally, experiments were...

...,carried out in widely differing parts of the east of Canada, which utilized interlocking steel sheet-piling asthe main permanent unit of construction. It commences by commenting upon the attentionnow being devoted to that typoef structure, known variously as thebulkhead or flexible type of retaining wall...

... would carry about 4 million gallons of water per day according to their condition and that, in the event of a breakdown of one of the lines, the other, used by itself, would carry 3 million gallons, or three-quarters of the full supply. Flexible Joilzts.-Fourteen ball-and-socket joints (Figs. 4,Plate 1...

...JPRN STROYER; D H LEE; KV TERZAGHI; K VON TERZAGHI © Thomas Telford and ICE 1936 EARTH PRESSURE FLEXIBLE WALLS EXPERIMENTS ARCHING TESTS FRICTION REDUCTION MOMENTS SOILS CURVES FLEX 550* CORRESPONDENCE ON THE OPEN-FRAME GIRDER. The Author. the inequalities in shear-load...

...J P R N STROYER 94 STROYER ON EARTH-PRESSURE ON FLEXIBLE WALLS. Paper No. 5024. (IEarth-Pressure on Flexible Walls. By JENSPETERRUDOLFNIELSENSTROYER,M. Inst. C.E. (Ordered by the Council to be published without oral discussion.) TABLE OF CONTENTS. .Introduction . . . Fixedandmovable walls...