APPLICATION OF NONDESTRUCTIVE TESTING TECHNIQUES FOR EVALUATION OF THE ENGINEERING PROPERTIES OF PORTLAND CEMENT CONCRETE. VOLUME 2 (APPENDICES)
The principal goals of the Phase I and Phase II studies were, respectively: (1) to establish the validity of predicting strength from nondestructive measurements and to select an optimum combination of sample configuration - test method - sample preparation technique for use in Phase II and III (2) to study the effects of aggregate type, water:cement ratio, and cement factor on the prediction of long term strength from early time pulse velocity measurements. A recommended Phase III work plan is presented in Appendix B (Volume II).
- See also Volume 1, PB-245 648. Prepared in cooperation with West Virginia Univ., Morgantown. Dept. of Civil Engineering.
West Virginia Department of Highways1900 Kanawha Boulevard East
Charleston, WV USA 25305
West Virginia University, MorgantownMorgantown, WV USA 26506
- Seals, R K
- Anderson, D A
- Publication Date: 1975-1
- Pagination: 140 p.
- TRT Terms: Aggregates; Cement factor; Compressive strength; Concrete; Forecasting; Formulations; Graphs; Nondestructive tests; Portland cement; Portland cement concrete; Properties of materials; Pulses; Strength of materials; Tables (Data); Velocity; Vibration; Water; Water cement ratio
- Uncontrolled Terms: Pulse velocity
- Old TRIS Terms: Graphs charts
- Subject Areas: Geotechnology; Highways; Materials;
- Accession Number: 00093366
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: WVDOH-37-2-Vol-2 Final Rpt.
- Files: NTIS, TRIS, STATEDOT
- Created Date: Dec 16 1976 12:00AM