...NSM BERRY; JP MILLMORE; A SMITH; JW FINDLAY © Thomas Telford and ICE 1988 BABTIE SHAW AND MORTON BIWATER SHELLBEAR LTD DAMS DESIGN CONSTRUCTION EMBANKMENTS RURAL AREAS FEASIBILITY STUDIES GEOTECHNICS FOUNDATIONS SITE INVESTIGATION PROJECTS SEASONS WET PROBLEMS...

...JF MCMEEKAN; KP YUE © Thomas Telford and ICE 1987 BINNIE & PARTNERS HONG KONG. WATER DEMAND PUMPING STATIONS RESERVOIRS AQUEDUCTS IMPORTS WORKS ECONOMICS WELLS CONSTRUCTION DESIGN BRIDGES DRY WET FOUNDATIONS DEEP PILES PUMPS PIPES SIPHONS METHODS DEVELOPMENT...

... RAINFALL LIMESTONE MACADAM TRANSVERSE BEAMS WASTE CRACKING HIGHWAYS FEDERAL ROADS CLIENTS CARRIAGEWAYS MATERIALS WET PRESTRESSED DECKS TAILINGS COUNTRIES TRAFFIC UTILITIES TESTS MIX BOX MINES BRIDGES KUALA LUMPUR MALAYSIA ASIA Proc. Instn Ciu. Engrs, Part 1, 1979, 66...

...GF SALT; TRRL © Thomas Telford and ICE 1979 TRRL TRANSPORT AND ROAD RESEARCH LABORATORY SKIDS SURFACES NOISE DEEP SPEED BRAKING VEHICLES BITUMINOUS RESISTANCE LINEAR METHODS DEPTH TRAFFIC RESISTANT TYRES TEXTURE FORCES GROOVED POLICIES WET ACCIDENTS MACROTEXTURE...

... CONDENSERS HEAT WORKS TOWERS MECHANICAL DEVELOPMENT SOURCES SEA EFFECT QUANTITY CONCRETE POWER STATIONS OPTIMISATION STEAM AUXILIARY DISSIPATION CHLORINATION WET DRAUGHT SHAPE LAKES ONCE THROUGH HYDRAULICS INLETS HYPERBOLOIDAL Proc. Instn Civ. Engrs, Part 1, 1977, 62, Aug., 373-398...

... BARRAGES WET WEATHER EQUIPMENT PISTONS SAMPLERS STORMS SURGES SHEAR STRENGTH FOUNDATIONS MATERIALS TIDES PLOVER COVE HONG KONG HONG KONG ASIA Discussion on Paper No. 688P Investigation and design of the Plover Cove Water Scheme by S. E. H. Ford, M.C., M.A., M.I.C.E., M.I.W.E...

....Mun.E. Mr M. P. O Reilly (Tropical Section, Road Research Laboratory) wrote that the Authors description of large scale earth-moving operationsin the wet tropical climate of Singapore provided much useful data on the standards of workmanship which could be attained under these adverse conditions...

... CONCRETE PAVEMENTS AIRPORTS AIRFIELDS SURFACING RUNWAYS SLABS DOUBLE METHODS TESTS WET MARSHALL PROCEDURE QUALITY MIX AGGREGATES SKIDDING TESTING DESIGN CONTROL PERFORMANCE AIRCRAFT WHEELS TYRES WEATHERING JOINTLESS ECONOMICS RESISTANCE DISCUSSION ON ASPHALT-SURFACED...

... are more handicapped than most construction works, not only by the necessityof stopping during wet weather, but by the delays that must occur after rain has ceaseduntil some dryingout of the ground has occurred. Thus, it was not only the days of rain that brought about the difficulties...

... and stresses are given and a comparison is made between the cost of raising by this method and by the conventional method of thickening the dam. A special low-heat cemenwt as used for the hearting in the form of a mixture of ordinary Portland cement and granulatedslag wet ground by the Trief process...

... is using only the rearbrake. He inferredthat motor-cycles werenot yetequipped with coupled compensatingbraking systems. PerhapstheAuthor wouldgivesome encouragementby saying that the position had improved. 88. In 10 it was stated that newer cars had a higher percentageof skidding accidents on wet roads...

...C G GILES; RRL ROADS SKIDDING RESISTANCE TRAFFIC PROBLEMS WET WEATHER STANDARDS PERFORMANCE VEHICLES BRAKING ACCELERATION DRIVING METHODS MEASUREMENT TESTS SPEED TYRES TREADS PATTERNS SEASONS VARIATIONS SEASONAL CARS RISKS ACCIDENTS SURFACES COEFFICIENTS...

... CONSTRUCTION WORKS WATER CONTROL DRAINAGE ENGINEERS FAILURES PIPES LABORATORIES WET STEAM CURING CALCIUM CHLORIDE CORROSION DAMS PRESSURE TUNNELS TANKS CULVERTS AQUEDUCTS RESERVOIRS JOINTS PNEUMATIC MORTAR AEVPOPANLNICSATIONS O F PRESTRESSED CONCRETE TO WATER SUPPLY ANDDRAINAGE 725...

... OF PRESTRESSED 3N 4- a *d 8 gPi $ 0 CONCRETE WTOATER SUPPLY AND DRAINAGE 755 TABLE3 Method of curing I Number of specimens .Wsetteaamt 180°F with CaC1, Wet steam at 18OOF without CaCi2 . .Hwotater at 180°Fwith CaCI, Atmospheric or damspanwd ith CaCl, . . . . . . . . . 82 B9 42 66 whether calcium chloride would...