Laboratory Evaluation of Expedient Low-Temperature Admixtures for Runway Craters in Cold Weather

The research included in this report investigates admixtures that can improve the low-temperature early strength gain performance of two products already in existence (which are currently in limited use by the Air Force) for hasty runway repair. The first product, a “flowable fill,” is a low-level cementitious sandy mixture used to rapidly fill the bulk of a runway crater; the second product, a rapid setting concrete, seals the final 10–12 in. of the crater and allows heavy-vehicle trafficability. The primary operational requirements, which the current two-part solution meets at higher temperatures (greater than 10°C) but which require improvements at lower temperatures (−10°C to 10°C), involve time of set and 2 hr unconfined compressive strength (UCS). This research ignores typical concerns, such as long-term durability, aesthetics, and corrosion, that are of minimal importance in this expedient field-use application—horizontal surface repairs not expected to last more than two to five years. Results from this study are expected to be incorporated into operational testing, using Air Force equipment, personnel, and techniques, for small and large crater repair at sub-freezing temperatures. This report describes laboratory tests to improve the early strength gain performance of both repair materials to repair small-to-large craters at ambient temperatures of −10°C to 10°C.

[1]  Charles J. Korhonen,et al.  EXPEDIENT LOW-TEMPERATURE CONCRETE ADMIXTURES FOR THE ARMY , 1999 .

[2]  Charles E. Smith,et al.  Laboratory Evaluation of Expedient Low-Temperature Concrete Admixtures for Repairing Blast Holes in Cold Weather , 2013 .

[3]  Charles J Korhonen,et al.  Extending the Season for Concrete Construction and Repair. Phase II - Defining Engineering Parameters , 2006 .

[4]  Charles Korhonen,et al.  Effect of High Doses of Chemical Admixtures on the Freeze-Thaw Durability of Portland Cement Concrete , 2002 .

[5]  김기범 나의 Concrete 연구실 , 2011 .

[6]  Edel R. Cortez,et al.  INCREASING COLD WEATHER MASONRY CONSTRUCTION PRODUCTIVITY , 1997 .

[7]  Peter M Semen,et al.  Placing Antifreeze Concrete at Grand Forks Air Force Base , 2005 .

[8]  Charles E. Smith,et al.  Cold Roller-Compacted Concrete for Roads and Hardstands on Army Installations in Cold Regions , 2010 .

[9]  J. Brook,et al.  FREEZING TEMPERATURE PROTECTION ADMIXTURE FOR PORTLAND CEMENT CONCRETE , 1996 .

[10]  Andrei M. Efimov,et al.  Water-related IR absorption spectra for some phosphate and silicate glasses , 2000 .

[11]  C. Korhonen,et al.  DEVELOPING NEW LOW-TEMPERATURE ADMIXTURES FOR CONCRETE: A FIELD EVALUATION , 1997 .

[12]  Lynette A Barna,et al.  Laboratory and Field Evaluation of Rapid Setting Cementitious Materials for Large Crater Repair , 2010 .

[13]  V. Barnett,et al.  Applied Linear Statistical Models , 1975 .

[14]  A. Jeknavorian,et al.  Antifreeze Admixtures for Concrete. , 1997 .

[15]  P. Schroeder Infrared Spectroscopy in Clay Science Schroeder, P.A. (2002) Infrared Spectroscopy in clay science: In CMS Workshop Lectures, Vol. 11,Teaching Clay Science,A. Rule and S. Guggenheim, eds., The Clay Mineral Society, Aurora, CO, 181-206. , 2002 .

[16]  Ch Best,et al.  Significance of Tests and Properties of Concrete and Concrete-Making Materials , 1978 .

[17]  Charles Korhonen,et al.  Extending the Season for Concrete Construction and Repair. Phase 1 - Establishing the Technology , 2004 .

[18]  Lynette A Barna,et al.  Cold Weather Admixture Systems Demonstration at Fort Wainwright, Alaska , 2010 .

[19]  C. Korhonen OFF-THE-SHELF ANTIFREEZE ADMIXTURES , 2002 .