APPLICATION OF THE INDIRECT TENSILE TEST TO STABILIZED MATERIALS
THE IMPORTANCE OF THE TENSILE CHARACTERISTICS OF THE SUBBASE OF RIGID PAVEMENTS CAN BE DEMONSTRATED BOTH FROM THEORETICAL CONSIDERATIONS AND FROM FIELD OBSERVATIONS. INFORMATION ON THE TENSILE BEHAVIOR AND PROPERTIES OF TREATED AND UNTREATED SUBBASE MATERIAL IS LIMITED PRIMARILY BECAUSE OF THE LACK OF A SATISFACTORY TENSILE TEST. ON THE BASIS OF A LITERATURE REVIEW CONCERNED WITH TENSILE TESTING, IT WAS CONCLUDED THAT OF THE CURRENTLY AVAILABLE TENSILE TESTS THE DIRECT TENSILE TEST HAS THE GREATEST POTENTIAL FOR THE EVALUATION OF THE TENSILE PROPERTIES OF HIGHWAY MATERIALS. THIS PAPER DISCUSSES TENSILE TESTING, THEORY OF THE INDIRECT TENSILE TEST, AND FACTORS AFFECTING THE TEST. IN ADDITION, THE RESULTS OF A LIMITED TESTING PROGRAM TO EVALUATE THE EFFECT OF SUCH FACTORS AS COMPOSITION AND WIDTH OF LOADING STRIP, TESTING TEMPERATURE, AND LOADING RATE ON THE INDIRECT TENSILE TEST PARAMETERS OF STRENGTH, VERTICAL FAILURE DEFORMATION, AND A LOAD VERTICAL FAILURE DEFORMATION MODULUS FOR ASPHALT-STABILIZED AND CEMENT-TREATED MATERIALS ARE INCLUDED. ON THE BASIS OF THE LITERATURE REVIEW AND EXPERIMENTAL INVESTIGATION, IT IS RECOMMENDED THAT THE INDIRECT TENSILE TEST BE USED FOR EVALUATING THE TENSILE PROPERTIES OF STABILIZED MATERIALS AND THAT THE TEST BE CONDUCTED UTILIZING A 1.0-IN. WIDE STAINLESS STEEL LOADING STRIP, A LOADING RATE OF 2 IN./MIN, AND A TESTING TEMPERATURE OF 77F. /AUTHOR/
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Supplemental Notes:
- Paper sponsored by Committee on Strength and Deformation Characteristics of Pavement Sections and presented at the 47th Annual Meeting. 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:
- Kennedy, Thomas W
- Hudson, W Ronald
- Publication Date: 1968
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 36-48
- Monograph Title: Compaction and lime stabilization
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Serial:
- Highway Research Record
- Issue Number: 235
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Base course (Pavements); Bituminous materials; Cement treated soils; Deformation; Load tests; Loads; Reviews; Rigid pavements; Soil stabilization; Soils; Stabilized materials; Stainless steel; Subbase (Pavements); Subbase materials; Temperature; Tensile properties; Tension tests; Test procedures
- Uncontrolled Terms: Cement treated bases; Loading rate; Soil deformation; Subbase
- Old TRIS Terms: Bituminous stabilization; Indirect method; Tensile test
- Subject Areas: Geotechnology; Highways; Materials;
Filing Info
- Accession Number: 00216711
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Jan 31 1994 12:00AM