TENSILE-SHEAR BOND STRENGTH AND FAILURE BETWEEN AGGREGATE AND MORTAR
The purpose of this study was to investigate the tensile-shear bond strength and failure of the mortar-aggregate interface. The techniques used are reported. The results indicate that the Mohr failure envelope in the tension-shear quadrant is almost a straight line and that the failure is essentially tensile in nature.
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Corporate Authors:
American Society for Testing and Materials (ASTM)
100 Barr Harbor Drive, P.O. Box C700
West Conshohocken, PA United States 19428-2957 -
Authors:
- Kao, C C
- SLATE, F O
- Publication Date: 1976-3
Media Info
- Features: Figures; References;
- Pagination: p. 148-150
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Serial:
- ASTM Journal of Testing and Evaluation
- Volume: 4
- Issue Number: 2
- Publisher: Federal Highway Administration
Subject/Index Terms
- TRT Terms: Adhesive bond strength; Aggregates; Bonding; Failure; Interfaces; Mortar; Shear strength; Tensile strength
- Old TRIS Terms: Mohr failure theory
- Subject Areas: Geotechnology; Highways; Materials;
Filing Info
- Accession Number: 00138583
- Record Type: Publication
- Files: TRIS
- Created Date: Sep 4 1976 12:00AM