• Journal of the Korean Wood Science and Technology
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• 제32권2호
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• pp.9-18
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• 2004

본 과제는 Spruce재가 사우나와 같은 고온 공간용 부재(部材)로 사용되어질 때 나타나는 수지삼출의 문제점을 해결하여 그 방안을 제시코저 수행하였다. 건식(乾式)공간용 부재(部材)의 경우 적절한 열기건조가 이루어진다면 별도의 처리를 실시하지 않더라도 110℃의 수지삼출 안정선을 얻을 수 있는 것으로 확인되었으며, 고주파진공건조에 의해 수지삼출 안정선이 열기건조보다 약 20℃ 정도 더 상승하였다. 습식(濕式)폭로시험에서는 저압증기폭쇄처리재의 경우 열기건조재나 고주파진공건조재 모두 수지가 전혀 삼출되지 않은 반면에, 무처리재의 경우 건조방법에 관계없이 130℃ 이상의 폭로조건에서는 수지삼출의 정도가 건식(乾式)폭로시험의 경우보다 심한 것으로 나타나, 수지삼출을 예방하기 위하여 인공건조중 저(低)함수율 상태의 건조말기에 고온(高溫)을 적용하여 건조하는 것보다는 건조전 고(高)함수율 상태에서 과열(過熱)증기로 분무(噴霧)처리하는 것이 더 바람직한 것으로 확인되었다.

• 한국농공학회지
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• 제21권2호
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• pp.81-103
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• 1979

The weathered granite soil involves problems in its stability in soil structures depending upon the reduction of soil strength due to the water absorption, crushability, and content of colored mineral and feldspar. As an attemt to solve the problems associated with soil stability, the crushability of weathered granite soil was investigated by conducting tests such as compaction test, CBR test, unconfined compression test, direct shear test, triaxial compression test, and permeability test on the five soil samples different in weathering and mineral compositions. The experimental results are summarized as follows: The ratio of increasing dry density in the weathered granite soil was high as the compaction energy was low, while it was low as the compaction energy was increased. The unconfined compressive strength. and CBR value were highest in the dry side rather than in the soil with the optimum moisture content, when the soil was compacted by adjusting water content. However, the unconfined compressive strength of smples, which were compacted and oven dried, were highest in the wet side rather than in soil with the optimum moisture content. As the soil becomes coarse grain, the ratio of specific surface area increased due to increased crushability, and the increasing ratio of the specific surface area decreased as the compaction energy was increased. The highest ratio of grain crushability was attained in the wet side rather than in the soil with the optimum moisture content. Such tendency was transforming to the dry side as the compaction energy was increased. The effect of water on the grain crushability of soil was high in the coarse grained soil. The specific surface area of WK soil sample, when compacted under the condition of air dried and under the optimum moisture content, was constant regardless of the compaction energy. When the weathered granite soil and river sand with the same grain size were compacted with low compaction energy, the weathered granite soil with crushability had higher dry density than river sand. However, when the compaction energy reached to certain point over limitation, the river sand had higher dry density than the weathered granite soil. The coefficient of permeability was lowest in the wet side rather than in the optimum moisture content, when the soil was compacted by adjusting soil water content. The reduction of permeability of soil due to the compaction was more apparent in the weathered granite soil than in the river sand. The highly significant correlation coefficient was obtained between the amount of particle breakage and dry density of the compacted soil.