EFFECT OF FILLERS ON THE MARSHALL STABILITY OF BITUMINOUS MIXTURES
THE RESULTS ARE PRESENTED OF EXPERIMENTS WHICH SHOW THE LARGE EFFECT OF FILLER QUANTITY AND FILLER TYPE ON THE MARSHALL STABILITY OF BITUMINOUS CONCRETE. THE MATHEMATICAL RELATIONSHIP OF FILLER (QUANTITY TIMES TYPE) TO THE STABILITY OF AN ASPHALTIC CONCRETE MIXTURE USING SAND-GRAVEL AGGREGATE IS SHOWN, AND A SIMPLE TEST IS DESCRIBED BY WHICH THE QUATITATIVE EFFECT OF VARIOUS TYPES OF FILLERS ON STABILITY MAY BE DETERMINED. /AUTHOR/
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Supplemental Notes:
- Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
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Authors:
- Hudson, S B
- Vokac, Roland
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Conference:
- Symposium on mineral fillers for bituminous mixtures
- Location: Washington DC, United States
- Date: 1962-1-12 to 1962-1-8
- Publication Date: 1962
Media Info
- Media Type: Print
- Features: Appendices; Figures; References; Tables;
- Pagination: pp 30-37
- Monograph Title: Symposium on mineral fillers for bituminous mixtures
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Serial:
- Highway Research Board Bulletin
- Issue Number: 329
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Asphalt concrete; Bituminous mixtures; Fillers (Materials); Marshall test; Mathematical analysis; Sandy gravels; Stability (Mechanics)
- Old TRIS Terms: Marshall stability marshall stability & flow test flow
- Subject Areas: Highways; Materials;
Filing Info
- Accession Number: 00210839
- Record Type: Publication
- Files: TRIS, TRB, ATRI
- Created Date: Aug 5 1994 12:00AM