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https://hdl.handle.net/11681/11652Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Johnson, Robert. | - |
| dc.date.accessioned | 2016-06-20T14:22:07Z | - |
| dc.date.available | 2016-06-20T14:22:07Z | - |
| dc.date.issued | 1980-09 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/11652 | - |
| dc.description | Special Report | - |
| dc.description | Abstract: A laboratory investigation was conducted to assess the potential of Some resins and non-portland cements for structural concrete at low temperatures. The resins investigated were urethane (non-hydrophilic), epoxy and polyester, as well as a polysulfide polymer. Two non-portland (modified) cements were also tested. The curability of the resins, when mixed with fine aggregate, showed that they had potential for low temperature use in the following decreasing order: urethane, polyester, and epoxy. Of the non-portland cement materials, mixed as individual neat slurries, one showed potential for low temperature use at -10°C (using 3.9°C water). | - |
| dc.publisher | Cold Regions Research and Engineering Laboratory (U.S.) | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1011842 | - |
| dc.relation.ispartofseries | Special report (Cold Regions Research and Engineering Laboratory (U.S.)) ; 80-35. | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource | - |
| dc.subject | Binders | - |
| dc.subject | Cements | - |
| dc.subject | Cold regions | - |
| dc.subject | Cold regions construction | - |
| dc.subject | Construction materials | - |
| dc.subject | Grout | - |
| dc.subject | Aggregates | - |
| dc.title | Resins and non-portland cements for construction in the cold | - |
| dc.type | Report | en_US |
| Appears in Collections: | Special Report | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| SR-80-35.pdf | 2 MB | Adobe PDF |  View/Open |