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김재영 ( Kim Jae-young ),최혁재 ( Choi Hyuk-jae ),유병옥 ( You Byung-ok ),안성율 ( Ann Sung-yeul ),박승해 ( Park Seung-hae ) 한국농공학회 2005 한국농공학회 학술대회초록집 Vol.2005 No.-
In order to have compressive strength tests and frost heaving tests, two sorts of soil samples at Chonbuk-Do area were used. According to this research, the compressive strength of soil which was mixed by quick lime, was largely increased until 28 days but after 28 days, the increment of strength was seldom found and its maximum compressive strength increasing rate for content of quick lime was 10~15% scope. In the mixed rates of quick lime and briquette ash, the compressive strength of soil which was mixed by quick lime and briquette ash, was increased by increasing mixed rates of quick lime and its compressive strength was increased by additional quantity. The compressive strength of mixed soil within freezing-thawing 1 cycle was diminished around 30% compared to non-freezing soil's 28 days compressive strength but there were no movements after 2 cycle.