Hansen, M. R., & Haeder, C. L. (1998). Demonstration of Pozzolan Modified Cement to Mitigate ASR (Report No. SD96-17). South Dakota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/80396
Hansen, M. R. and Corey L. Haeder. Demonstration of Pozzolan Modified Cement to Mitigate ASR. Report no. SD96-17. South Dakota. Department of Transportation, 1998. https://rosap.ntl.bts.gov/view/dot/80396.
Hansen, M. R., and Corey L. Haeder Demonstration of Pozzolan Modified Cement to Mitigate ASR. South Dakota. Department of Transportation, 1998, Report no. SD96-17, ROSA P. https://rosap.ntl.bts.gov/view/dot/80396.
Through the testing involved in this project, it has been shown that concrete made with Dacotah Type IPM cement has compressive and flexural strengths approximately 10 - 12% lower than standard Type I/II cement mixtures. This is probably due to the fact that 10% of the cement is replaced with a natural pozzolan. Cores taken from field test sections showed compressive strengths 20 to 40% lower than strengths of laboratory concrete specimens. Time of set for the Type IPM cement is lower than that of Type I/II, mainly due to Type IPM cement being finer than Type I/II. Freeze/thaw and deicer scaling durability of this new cement is equal to the standard Type I/II used as a control.
Hansen, M. R., & Haeder, C. L. (1998). Demonstration of Pozzolan Modified Cement to Mitigate ASR (Report No. SD96-17). South Dakota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/80396
Hansen, M. R. and Corey L. Haeder. Demonstration of Pozzolan Modified Cement to Mitigate ASR. Report no. SD96-17. South Dakota. Department of Transportation, 1998. https://rosap.ntl.bts.gov/view/dot/80396.
Hansen, M. R., and Corey L. Haeder Demonstration of Pozzolan Modified Cement to Mitigate ASR. South Dakota. Department of Transportation, 1998, Report no. SD96-17, ROSA P. https://rosap.ntl.bts.gov/view/dot/80396.
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