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NTIS 바로가기한국지반신소재학회논문집 = Journal of the Korean Geosynthetics Society, v.20 no.1, 2021년, pp.35 - 44
이강일 (Dept. of Civil Engineering, Daejin University) , 박성백 (Dept. of Civil Engineering, Daejin University) , 최민주 (Dept. of Civil Engineering, Daejin University)
This research studies the stabilization method for improved soil sloped through the on-site application of Paper Flyash ground stabilizers. The target strength required for improved soil is 500 kPa, and the compressive strength for the slope surface needs to be less than 1,000 kPa after the improvem...
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