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Record #199765:
- #199765
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MARC recordCold Weather Admixture Systems demonstration at Fort Wainwright, Alaska / Lynette A. Barna, Peter M. Seman, Charles J. Korhonen.
| Title: | Cold Weather Admixture Systems demonstration at Fort Wainwright, Alaska / Lynette A. Barna, Peter M. Seman, Charles J. Korhonen. |
| Author(s): | Barna, Lynette A. Seman, Peter M. Korhonen, Charles J. |
| Date: | 2010. |
| In: | ERDC/CRREL Technical Report. (2010.), Vol. 10(6) (2010) |
| Abstract: | Describes Cold Weather Admixture Systems (CWAS), new approach to cold weather concreting that incorporates suites of commercially available chemical admixtures in concrete mixes. When used in combination, admixtures depress freezing point of concrete mix water, protect fresh concerete dwon to internal temperature of 23°F and promote early strength gain. Reports full-scale field test in March 2008 at Fort Wainwright, Alaska, provided opportunity to apply CWAS approach to infrastructure project on Us Army installation. |
| Notes: | ERDC/CRREL Technical Report. Vol. 10(6) :i-vii, 1-31 (2010). |
| Keywords: | 624.139 -- Engineering in frozen ground. 624.142 -- Low temperature effects. 625.7 -- Road construction and maintenance. 666.9 -- Cement, lime, mortar and concrete. E12 -- Glaciology: frozen ground / snow and ice engineering. (*3) -- Arctic regions. (*49) -- Alaska. |
| SPRI record no.: | 199765 |
LDR 01625naa#a2200000#a#4500 001 SPRI-199765 005 20240418234842.0 007 ta 008 240418s2010####xx#ab#|##|###|0||#0|eng#d 035 ## ‡aSPRI-199765 040 ## ‡aUkCU-P‡beng‡eaacr 100 1# ‡aBarna, Lynette A. 245 10 ‡aCold Weather Admixture Systems demonstration at Fort Wainwright, Alaska /‡cLynette A. Barna, Peter M. Seman, Charles J. Korhonen. 260 ## ‡a[S.l.] :‡b[s.n.],‡c2010. 300 ## ‡ap. i-vii, 1-31 :‡bill., diags., tables, map. 500 ## ‡aERDC/CRREL Technical Report. Vol. 10(6) :i-vii, 1-31 (2010). 520 3# ‡aDescribes Cold Weather Admixture Systems (CWAS), new approach to cold weather concreting that incorporates suites of commercially available chemical admixtures in concrete mixes. When used in combination, admixtures depress freezing point of concrete mix water, protect fresh concerete dwon to internal temperature of 23°F and promote early strength gain. Reports full-scale field test in March 2008 at Fort Wainwright, Alaska, provided opportunity to apply CWAS approach to infrastructure project on Us Army installation. 650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc 650 07 ‡a624.142 -- Low temperature effects.‡2udc 650 07 ‡a625.7 -- Road construction and maintenance.‡2udc 650 07 ‡a666.9 -- Cement, lime, mortar and concrete.‡2udc 650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local 651 #7 ‡a(*3) -- Arctic regions.‡2udc 651 #7 ‡a(*49) -- Alaska.‡2udc 700 1# ‡aSeman, Peter M. 700 1# ‡aKorhonen, Charles J. 773 0# ‡7nnas ‡tERDC/CRREL Technical Report. ‡gVol. 10(6) (2010) ‡wSPRI-154175 916 ## ‡a2012/07/12 -- JW 917 ## ‡aUnenhanced record from Muscat, imported 2019 948 3# ‡a20240418 ‡bJW