Rahn, P. H., & Holm, R. A. (1993). Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans (Report No. SD91-l l -F). South Dakota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/80080
Rahn, Perry H and Ronald A Holm. Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans. Report no. SD91-l l -F. South Dakota. Department of Transportation, 1993. https://rosap.ntl.bts.gov/view/dot/80080.
Rahn, Perry H, and Ronald A Holm Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans. South Dakota. Department of Transportation, 1993, Report no. SD91-l l -F, ROSA P. https://rosap.ntl.bts.gov/view/dot/80080.
A reconnaissance survey of potential sources of pozzolans within 100 miles of Rapid City resulted in the selection of 26 sites. Most of these sites are volcanic tuffs of shales. Pozzolanic activity index data show that the Pierre Shale, "fire clay" from the Lakota Formation and the Rockyford Ash are the most suitable. A detailed geologic description indicates that the most favorable units are volcanic ash beds typically mixed with fine-grained terrestrial sediments. Chemical analyses on 9 samples by ICP spectroscopy and the scanning electron microscope indicate that silica is high, ranging from :6 to 80%, and sodium and potassium are low. A mineralogical study by x-ray diffraction show that the predominant minerals are quartz and clay. The Rockyford Ash surprisingly showed 50% of the zeolite mineral clinoptilolite. Expansion tests show that the Rockyford Ash, Lakota fire clay, and Pierre Shale have the most promising pozzolanic qualities.
Cement contains many ingredients of which alkalies are minor compounds. Alkali reactive sands or coarse aggregates when used in concrete structures ca
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Alkali reactive sands or coarse aggregates, when used in concrete structures, produce severe deterioration because of expansion and cracking. The use
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A detailed assessment of the mineability of ten potential locations of pozzolans was made. The deposits are all volcanic ash beds within the Lakota Fo
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Alkali-silica reactivity (ASR) produces a major problem in concrete structures. This report presents an experimental investigation to identify a natur
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Rahn, P. H., & Holm, R. A. (1993). Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans (Report No. SD91-l l -F). South Dakota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/80080
Rahn, Perry H and Ronald A Holm. Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans. Report no. SD91-l l -F. South Dakota. Department of Transportation, 1993. https://rosap.ntl.bts.gov/view/dot/80080.
Rahn, Perry H, and Ronald A Holm Development of a Type I (PM) Cement – Supplementary Report 1 — Investigation of Locally Available Natural Pozzolans. South Dakota. Department of Transportation, 1993, Report no. SD91-l l -F, ROSA P. https://rosap.ntl.bts.gov/view/dot/80080.
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USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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