An Investigation of the Effects of Time at Test Temperature in Water and in Air on Marshall Test Results for Bituminous Concrete |
From inside the book
Results 1-3 of 21
Page 35
... Stability Results To evaluate the effects of time and medium at test temperature on Marshall stability values , the maximum load required for failure was determined from the plots obtained by the X - Y recorder . The corrected stability ...
... Stability Results To evaluate the effects of time and medium at test temperature on Marshall stability values , the maximum load required for failure was determined from the plots obtained by the X - Y recorder . The corrected stability ...
Page 39
... stability and flow values . Figure 9 indicates the split - plot design which was used . Effects of Time and Medium on Marshall Stability Table 6 summarizes the stability values . Stability values were higher for dense - graded specimens ...
... stability and flow values . Figure 9 indicates the split - plot design which was used . Effects of Time and Medium on Marshall Stability Table 6 summarizes the stability values . Stability values were higher for dense - graded specimens ...
Page 70
... Stability values obtained when water was the heating medium were higher than when air was used . For the times investigated , water- heated specimens exhibited nearly constant stability values . A marked decrease in stability , with ...
... Stability values obtained when water was the heating medium were higher than when air was used . For the times investigated , water- heated specimens exhibited nearly constant stability values . A marked decrease in stability , with ...
Contents
BACKGROUND | 5 |
METHOD OF THE INVESTIGATION | 15 |
EXPERIMENTAL RESULTS | 32 |
4 other sections not shown
Common terms and phrases
20 minutes accuracy and reproducibility analysis of variance angle of internal Arcweld asphalt cement Asphalt Institute Asphalt Mix pcf Asphalt Paving Technologists asphaltic concrete Association of Asphalt automatic recording bituminous concrete Bruce Marshall CHARACTERISTICS OF TEST coarse gradation Cornell University Corps of Engineers CORRELATION RATIO decrease deformation Dense Gradation density Filled With Total heated in air heated in water heating media Height Volume indicates investigation Kofalt laboratory Marshall Apparatus MARSHALL FLOW VALUES Marshall specimens MARSHALL STABILITY Marshall Test Results method MIX ID MIX Mx G Pennsylvania State Highway Percent Voids Unit potentiometer Replication slumping Specific Gravity Specimen Bulk specimens heated stability and flow Stability Asphalt Mix stability values Sub Sub TEST SPECIMENS MIXTURE test temperature testing collars testing procedure Total Weight Stability Tx G Tx G x U. S. Corps UNCORRECTED MARSHALL STABILITY Unit Uncorrected Filled variables variation Voids Unit Uncorrected Volume 21 Weight Stability Asphalt X-Y recorder