지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
이용수
초록· 키워드
오류제보하기
As a large construction such as highway, dam, reclaimed land etc. increase in number more and more, large amount of fill materials are required. It is needed to utilize a gypsum which is a by-product yielded from chemical plants, as fill materials.
Though some studies have been conducted to know a engineering characteristic of gypsum, it is not certain that water contents were checked at 45 ℃ dry oven. This study proposed that water contents must be measured at 45 ℃ dry condition because gypsum is changed to other types as a dry temperature. As the results obtained by compaction tests, it is found that moisture of gypsum in compaction must be within －5.0∼2.5 % O.M.C (optimal moisture content).
목차
등록된 정보가 없습니다.
참고문헌 (15)
참고문헌 신청
Blight, G. E. / 1969 / Waste gypsum as an embankment material / Proceedings of the Seventh International Conference on Soil Mechanics and Foundation Engineering : 39 ~ 43
Choi, D. J. / 2008 / The experimental study on the compressive strength of mortar using high quality recycled fine aggregate produced by sulphuric water and low speed wet abraser
Choi, I. G. / 2007 / Geotechnical engineering for field work / Kumiseogwan
Doh, D. H. / 1985 / Study on the Engineering Characteristics of the plaster-soil mixtures / Journal of the Korean Society of Agricultural Engineers 27 (4) : 53 ~ 60
Ernest W. F. / 1993 / Plastics Additives, An Industrial Guide / Noyes Publications : 267 ~ 268
Choi, D. J. / 2008 / The experimental study on the compressive strength of mortar using high quality recycled fine aggregate produced by sulphuric water and low speed wet abraser
Choi, I. G. / 2007 / Geotechnical engineering for field work / Kumiseogwan
Doh, D. H. / 1985 / Study on the Engineering Characteristics of the plaster-soil mixtures / Journal of the Korean Society of Agricultural Engineers 27 (4) : 53 ~ 60
Ernest W. F. / 1993 / Plastics Additives, An Industrial Guide / Noyes Publications : 267 ~ 268
이 논문의 저자 정보
최근 본 자료
댓글(0)
0