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Kiattikomol, K., Jaturapitakkul, C., Songpiriyakij, S. and Chutubtim, S. (2001) Study of Ground Coarse Fly Ashes with Different Finenesses from Various Sources as Pozzolanic Materials. Cement and Concrete Composites, 23, 335-343. http://dx.doi.org/10.1016/S0958-9465(01)00016-6

has been cited by the following article:

• TITLE: Shale Stone and Fly Ash Landfill Use in Landslide Hazardous Area in Sirnak City with Foam Concrete

  AUTHORS: Yıldırım İ. Tosun

  KEYWORDS: Foam Concrete, Landslide, Stability, Lightweight Aggregate

  JOURNAL NAME: Geomaterials, Vol.4 No.4, September 22, 2014

  ABSTRACT: Sirnak City and the surrounding areas are on steeper slopes. There are sliding large land masses or rocks. Underground water and harsh climatic conditions contain high risk hazard areas in urban living site with higher population density. In order to eliminate landslides and related events, significant precautions should be taken. The mapping of landslide risk may ease to take precautions. Even the application of landfill rock may reduce water content of soil. In this research, fly ash and Mine Waste shale stone were used with low density foam concrete. Waste mixture at certain proportions decreased cement use. Shale stone as fine aggregate instead of fly ash in specific proportions improved mechanical strength and porosity. Hence landslide hazardous area could be safer for urban living.