...R K DHIR; M C LIMBACHIYA; T LEELAWAT; BS 5328; BS 882 © Thomas Telford and ICE 1999 DUNDEE UNIVERSITY CONCRETE AGGREGATES RECYCLED SUITABILITY USE MIXES DESIGNATED STANDARDS BRITISH CRUSHING PROPERTIES DENSITY COHESIVE BLEEDING COARSE FINE STRENGTH REDUCTION CONTENT...

... COMPRESSION TESTS RELIABILITY FAILURES PROBABILITY FORMULAE DENSITY DISTRIBUTION Performance of timber scaffold boards under human jump loads Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Nov., 332 341 T. D. G. Canisius, BSc(Eng)Hons, MASc, PhD, A. J. Bougard, BEng(Hons), ACGI, and B. R. Ellis...

...D A PONNIAH; D J PRENTICE © Thomas Telford and ICE 1998 EDINBURGH UNIVERSITY BRIDGES ARCHES MASONRY LOADS CARRYING CAPACITY ESTIMATED MULTI SPAN MODELS TESTS ESTIMATING ASSESSMENT METHODS REASSESSMENT FILL DOUBLE SPANS TIMBER DRY GRANULAR DENSITY SECONDARY...

...RAM WATKINS; H W PANG; D P MCNICHOLL CONCRETE CUBES STRENGTH DEVELOPMENT IN SITU CORES VARIATIONS TRIALS WALLS SITES COEFFICIENTS SLABS AGE TESTS FIELD RELATIVE DENSITY PANELS HONG KONG HONG KONG ASIA © Thomas Telford and ICE 1996 HARRIS OF SUTHERLAND...

... are identified from account of the idealizationswhich they require. initial tests. Further tests identify the On the other hand, whilefield tests are realis. effects of varying the end wall position, tic, they are enormously expensive and also the fill density, the load position a n d the relevant only toa...