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A Study on the Geotechnical Charateristics of Corestone Ground Mass  

Lee, Su-Gon (Dept. of Civil Engineering, Univ. of Seoul)
Kim, Dong-Eun (Korea Engineering Consultants Corp.)
Lee, Chun-Young (Korea Forest Research Institute(KFRI))
Kim, Jae-Heun (Korea Forest Research Institute(KFRI))
Yang, Hong-Suk (Dept. of Civil Engineering, Univ. of Seoul)
Publication Information
Journal of the Korean Society of Environmental Restoration Technology / v.7, no.1, 2004 , pp. 68-76 More about this Journal
Abstract
Corestone ground mass has complicated characteristics as it is made up of hard and stiff corestone in a relatively weak and soft matrix. Model corestone ground mass whichis physically identical with the stiff corestone in weak matrix were tested in uniaxial compression. The tests showthat the increase of the corestone proportion brought the gradual increase of the elastic modulus as well. The ground mass was weaker when the corestone proportion was low while it was stronger in higher corestone proportion. The size of the corestone had no influence on the strength and elastic modulus as long as the proportion of the corestone remains same.
Keywords
Corestone weathering; Weathering; Geotechnical charateristics; Uniaxial compressive strength; Elastic modulus;
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