Symposium on the Selection and Construction of Base Materials in Roads |
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12 pages matching FLEXIBLE BASE MATERIAL in this book
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Contents
INTRODUCTORY REMARKS by Sir Louis Loder | 4 |
B McInnes condensation of R J Jewells report An Evaluation | 13 |
J R Morgan Review of Tests and Procedures | 38 |
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20 materials A.A.S.H.O. road test applied Atterberg limits Australian Road Research axial axial stress behaviour capillary soaking CBR test cent below optimum coarse aggregate cohesion compactive effort considered density and moisture design methods discussion DRY DENSITY Engineer environmental conditions evaluation FLEXIBLE BASE MATERIAL flexible pavement heavy compaction indicated Jewell's Laterite gravel liquid limit Main Roads Department material shall consist materials comply materials in roads maximum mixer modified non-standard optimum moisture content parameters particles PAVEMENT BASECOURSE MATERIALS pavement design pavement materials Percentage Passing Permitted Grading PLANT-MIXED WET-MIX CRUSHED plasticity index R. J. JEWELL range requirements road pavement Road Research Board sample Sand clay sieve analysis soil classification specifica specification test specimen Stockpile strain strength test strength values stress stress-strain curve subgrade suitable Tasmania test procedure Texas Highway Department Texas triaxial test tion traffic triaxial test method Type Victoria wearing course Western Australia WET-MIX CRUSHED ROCK zone