Ramakrishnan, V., & Sure, V. R. (1993). Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes (Report No. SD91-l l -F). South Dakota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/80077
Ramakrishnan, V. and V R Sure. Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes. Report no. SD91-l l -F. South Dakota. Department of Transportation, 1993. https://rosap.ntl.bts.gov/view/dot/80077.
Ramakrishnan, V., and V R Sure Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes. South Dakota. Department of Transportation, 1993, Report no. SD91-l l -F, ROSA P. https://rosap.ntl.bts.gov/view/dot/80077.
Alkali reactive sands or coarse aggregates, when used in concrete structures, produce severe deterioration because of expansion and cracking. The use of pozzolan blended cement is an attractive solution 10 mitigate this problem. This represents the results of an experimental investigation to evaluate the characteristics of pozzolan blended cement concretes. A comparison of these properties with those of unblended cements is also given. The Type VU cement was blended with three different amounts of 10%. 15%, 25% by weight of cement with five different types of natural pozzolans available in the western South I Dakota near Rapid City. The tests carried out include: (I) Fresh concrete properties such as slump, unit weight, vebe time, air content. and concrete temperature and (2) Hardened concrete properties such as compressive strength, static modulus of elasticity, flexural and impact strengths.
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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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 ar
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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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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
...
Alkali-silica reactivity (ASR) produces a major problem in concrete structures. This report presents an experimental investigation to identify a natur
...
Ramakrishnan, V., & Sure, V. R. (1993). Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes (Report No. SD91-l l -F). South Dakota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/80077
Ramakrishnan, V. and V R Sure. Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes. Report no. SD91-l l -F. South Dakota. Department of Transportation, 1993. https://rosap.ntl.bts.gov/view/dot/80077.
Ramakrishnan, V., and V R Sure Development of a Type I (PM) Cement – Supplementary Report 4 — Physical and Elastic Properties of Natural Pozzolan Blended (Type-IP) Cement Concretes. South Dakota. Department of Transportation, 1993, Report no. SD91-l l -F, ROSA P. https://rosap.ntl.bts.gov/view/dot/80077.
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ensure public access to scientific information.
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