• 한국패류학회지
• /
• 제27권4호
• /
• pp.291-297
• /
• 2011

2008년 4월에 전남 고흥군 포두면 남성리 지선에서 바지락이 서식하기 어려운 니질의 양식장에 폐기물로 처리되는 굴 패각을 분쇄하여 넣어준 후, 2008년 6월에 울산 태화강에서 채취한 바지락 종패를 씨뿌림하여 양식 가능성 여부를 조사하였다. 조사해역 저질의 입도분석에서 굴 패각을 넣어준 시험구에서 대조구에 비하여 평균 입도와 평균 분급도는 증가한 것으로 나타났다. 또한 퇴적물에서도 산휘발성황화물 (AVS), 화학적 산소요구량 (COD), 강열감량 (IL), 함수율이 굴 패각 시험구에서 증가한 것으로 나타났다. 굴 패각을 이용한 바지락 양식장 저질개선 후, 2008년 6월에 평균 각장 21.00 mm, 전중량 1.86 g을 씨뿌림하였다. 23개월이 경과한 2010년 4월에 굴 패각 시험구에서는 각장 36.10 mm, 전중량 8.92 g으로 성장하였으며, 최종 생존율은 43.5%로 나타났다. 그러나 굴 패각을 넣지 않은 대조구에서는 13개월이 경과한 2009년 7월에 각장 32.62 mm, 전중량 7.34 g으로 성장은 빠르게 나타났으나, 모두 폐사하는 결과를 나타냈다.

• Structural Engineering and Mechanics
• /
• 제61권2호
• /
• pp.245-253
• /
• 2017

The increasing lack of good quality soils allowing the development of roadway, motorway, or railway networks, as well as large scale industrial facilities, necessitates the use of reinforcement techniques. Their aim is the improvement of the global performance of compressible soils, both in terms of settlement reduction and increase of the load bearing capacity. Among the various available techniques, the improvement of soils by incorporating vertical stiff piles appears to be a particularly appropriate solution, since it is easy to implement and does not require any substitution of significant soft soil volumes. The technique consists in driving a group of regularly spaced piles through a soft soil layer down to an underlying competent substratum. The surface load being thus transferred to this substratum by means of those reinforcing piles, which illustrates the case of a piled embankment. The differential settlements at the base of the embankment between the soft soil and the stiff piles lead to an "arching effect" in the embankment due to shearing mechanisms. This effect, which can be accentuated by the use of large pile caps, allows partial load transfer onto the pile, as well as surface settlement reduction, thus ensuring that the surface structure works properly. A technique for producing rigid piles has been developed to achieve in a single operation a rigid circular pile associated with a cone shaped head reversed on the place of a rigid circular pile. This technique has been used with success in a pile-supported road near Bourgoin-Jallieu (France). In this article, a numerical study based on this real case is proposed to highlight the functioning mode of this new technique in the case of industrial slabs.