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008190306t19631963onc    #ot   f|0| 0 eng d
040 |aCaOODSP|beng|erda|cCaOODSP
041 |aeng|bfre
043 |an-cn---
0861 |aM38-1/109-1963E-PDF|zM38-1/109
1001 |aZoldners, N. G., |eauthor.
24510|aHigh-temperature behaviour of aluminous cement concretes containing different aggregates / |cN.G. Zoldners, V.M. Malhotra & H.S. Wilson, Mineral Processing Division.
264 1|aOttawa : |bDepartment of Mines and Technical Surveys, Mines Branch, |cJuly 1963.
264 4|c©1963
300 |a1 online resource (v, 52 pages) : |bfigures.
336 |atext|btxt|2rdacontent
337 |acomputer|bc|2rdamedia
338 |aonline resource|bcr|2rdacarrier
4901 |aResearch report ; |vR 109
500 |aDigitized edition from print [produced by Natural Resources Canada].
500 |aTitle from cover.
504 |aIncludes bibliographic references.
520 |a"Changes in physical properties of about 400 concrete test specimens, made with aluminous cement and expanded shale, anorthosite, ilmenite and phonolite aggregates, were studied after exposure to temperatures ranging from 100 to 1100°C. It was found that the aluminous cement concrete loses its strength rapidly in the range of temperatures investigated. Expanded shale aggregate concrete showed the greatest stability, retaining about 20 per cent of its original compressive strength after firing at 1000°C, whereas concrete made with phonolite aggregate was the least heat-resistant of the four types investigated"--Synopsis.
546 |aIncludes synopsis in French.
69207|2gccst|aConcrete
7001 |aMalhotra, V. M., |eauthor.
7001 |aWilson, H. S. |q(Harry Sutherland), |d1924- |eauthor.
7101 |aCanada. |bDepartment of Mines and Technical Surveys.
7101 |aCanada. |bMines Branch.
830#0|aResearch report (Canada. Mines Branch)|vR 109.|w(CaOODSP)9.855660
85640|qPDF|s4.06 MB|uhttps://publications.gc.ca/collections/collection_2019/rncan-nrcan/m38-1/M38-1-109-1963-eng.pdf