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).

• Supplemental Notes:
  • See also Volume 1, PB-245 648. Prepared in cooperation with West Virginia Univ., Morgantown. Dept. of Civil Engineering.
• Corporate Authors:

  West Virginia Department of Highways

  1900 Kanawha Boulevard East
  Charleston, WV  United States  25305

  West Virginia University, Morgantown

  Morgantown, WV  United States  26506
• Authors:
  • Seals, R K
  • Anderson, D A
• Publication Date: 1975-1

Media Info

• Pagination: 140 p.

Subject/Index Terms

• TRT Terms: Aggregates; Cement factor; Compressive strength; Concrete; Data tables; Forecasting; Formulations; Graphs; Nondestructive tests; Portland cement; Portland cement concrete; Properties of materials; Pulses; Strength of materials; Velocity; Vibration; Water; Water cement ratio
• Uncontrolled Terms: Pulse velocity
• Old TRIS Terms: Graphs charts
• Subject Areas: Geotechnology; Highways; Materials;

Filing Info

• 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