BLENDED CALCIUM ALUMINATE-CALCIUM SULFATE CEMENT-BASED GROUT FOR P-REACTOR VESSEL IN-SITU DECOMMISSIONING [electronic resource]

The objective of this report is to document laboratory testing of blended calcium aluminate - calcium hemihydrate grouts for P-Reactor vessel in-situ decommissioning. Blended calcium aluminate - calcium hemihydrate cement-based grout was identified as candidate material for filling (physically stabi...

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Bibliographic Details
Online Access: Online Access
Corporate Author: United States. Department of Energy. Savannah River Site (Researcher)
Format: Government Document Electronic eBook
Language:English
Published: Washington, D.C. : Oak Ridge, Tenn. : United States. Dept. of Energy ; distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy, 2011.
Subjects:

MARC

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245 0 0 |a BLENDED CALCIUM ALUMINATE-CALCIUM SULFATE CEMENT-BASED GROUT FOR P-REACTOR VESSEL IN-SITU DECOMMISSIONING  |h [electronic resource] 
260 |a Washington, D.C. :  |b United States. Dept. of Energy ;  |a Oak Ridge, Tenn. :  |b distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy,  |c 2011. 
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500 |a Published through the Information Bridge: DOE Scientific and Technical Information. 
500 |a 03/10/2011. 
500 |a "srnl-sti-2010-00427" 
500 |a Langton, C.; Stefanko, D. 
520 3 |a The objective of this report is to document laboratory testing of blended calcium aluminate - calcium hemihydrate grouts for P-Reactor vessel in-situ decommissioning. Blended calcium aluminate - calcium hemihydrate cement-based grout was identified as candidate material for filling (physically stabilizing) the 105-P Reactor vessel (RV) because it is less alkaline than portland cement-based grout which has a pH greater than 12.4. In addition, blended calcium aluminate - calcium hemihydrate cement compositions can be formulated such that the primary cementitious phase is a stable crystalline material. A less alkaline material (pH {<=} 10.5) was desired to address a potential materials compatibility issue caused by corrosion of aluminum metal in highly alkaline environments such as that encountered in portland cement grouts [Wiersma, 2009a and b, Wiersma, 2010, and Serrato and Langton, 2010]. Information concerning access points into the P-Reactor vessel and amount of aluminum metal in the vessel is provided elsewhere [Griffin, 2010, Stefanko, 2009 and Wiersma, 2009 and 2010, Bobbitt, 2010, respectively]. Radiolysis calculations are also provided in a separate document [Reyes-Jimenez, 2010] 
536 |b DE-AC09-08SR22470. 
650 7 |a Aluminates.  |2 local. 
650 7 |a Corrosion.  |2 local. 
650 7 |a Calcium.  |2 local. 
650 7 |a Grouting.  |2 local. 
650 7 |a P Reactor.  |2 local. 
650 7 |a Reactor Vessels.  |2 local. 
650 7 |a Decommissioning.  |2 local. 
650 7 |a Portland Cement.  |2 local. 
650 7 |a Sulfates.  |2 local. 
650 7 |a Radiolysis.  |2 local. 
650 7 |a Testing.  |2 local. 
650 7 |a Compatibility.  |2 local. 
650 7 |a Aluminium.  |2 local. 
650 7 |a Cements.  |2 local. 
650 7 |a General Studies Of Nuclear Reactors.  |2 edbsc. 
710 1 |a United States.  |b Department of Energy.  |b Savannah River Site.  |4 res. 
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710 1 |a United States.  |b Department of Energy.  |b Office of Scientific and Technical Information.  |4 dst. 
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