• 한국해양공학회지
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• 제20권4호
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• pp.43-49
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• 2006

Detailed investigations were carried out on the stability of the dredged soil bed against wave actions, aimedat establishing the design method of artificial tidal flats using dredged soil. The soil was dredged at Nagoya port, Japan, and has a mean grain size of 0.013mm. Basic features of artificial dredged soil bed against wave actions were explained from a series of model experiments in a wave flume. The two types of section shapes were employed; one is a horizontal bed and the other is a sloped one. Changes of the bed profile, shear strength, grain size distribution and water content, according to the wave actions, were measured in detail. The cumulative effect of the wave actions, over about one week, was investigated. A dredged soil bed moves withthe wave actions with relatively small wave height. It should be especially. noted that the clay component is dissolved and flown out, away from the surface layer, and consequently the surface layer hardens, as if it is covered with sand. Wren the wave height is gradually increased, the bed is not liquefied and the shear strength of the dredged bed is increased by a wave-induced dissipation of pore pressures in the bed and a decrease of clay component by the wave-induced leakage.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 추계 학술논문 발표대회
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• pp.235-236
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• 2011

This study analyzed flowing and strength properties of mortar depending to fine aggregate types and replacement ratio by using blast furnace slag, red mud, and silica fume that are industrial by products. The findings showed that higher replacement level of fine aggregate increased air content while decreased table flow. In addition, compressive strength showed that the higher replacement level was regardless of fine aggregate types, the lower strength became. Mortar substituted by the dredged sand showed high strength.

• Journal of Ecology and Environment
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• 제35권2호
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• pp.123-129
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• 2012

Salt marsh is an important transitional zone among terrestrial, riverine, and marine ecosystems and is a productive habitat that interacts extensively with adjacent landscape elements of estuarine and coastal ecosystems. Nowadays, in addition to various human activities, a variety of natural processes induce changes in salt marshes. This study aims to provide background information to restore disturbed salt marshes and to propose their ecological restoration using seed banks. The study area is a prepared area for the Gwangyang Container Port located in the southern Korea. This area was formed by accumulating mud soils dredged from the bottom of the forward sea. This land was created in a serial process of preparing the Gwangyang container port and the salt marsh was passively restored by seeds buried in mud soil dredged from seabed. As a result of stand ordination based on vegetation data collected from the land, stands were arranged according to tolerance to salinity in the order of $Suaeda$ $maritima$, $Salicornia$ $europaea$, and $Phragmites$ $communis$ communities on the Axis 1. Landscape structure of the projected area was analyzed as well. Edges of the projected area were divided from the marginal waterway by the dike. Four types of vegetation appeared on the dike: $Alnus$ $firma$ plantation, $Robinia$ $pseudoacacia$ plantation, $Lespedeza$ $cyrtobotrya$ plantation, and grassland. In the more internal areas, two types of vegetation sequences appeared: $Aster$ $tripolium$ community-$Suaeda$ $glauca$ community-$Salicornia$ $europaea$ community sequence and $Aster$ $tripolium$ community-$Suaeda$ $maritima$ community-$S.$ $europaea$ community sequence. Mixed community showed the highest species diversity (H' = 0.86) and $S.$ $europaea$ community showed the lowest (H' = 0.0). Evenness is the highest in Mixed community (J' = 2.26) and the lowest in $S.$ $maritime-S.$ $europaea$ community (J' = 0.0). Several plant communities were successfully established on the land created by mud soil dredged from the bottom of Gwangyang Bay. Moreover, community diversity in this area approached a similar level with those from other studies involving natural salt marshes. Therefore, restoration effect based on community diversity obtained in our study can be evaluated as a successful achievement. In this respect, although most salt marshes in Korea and other places worldwide have been destroyed or disturbed by excessive land use, feasibility of seed bank as a restoration tool is greatly expected.

• 대한환경공학회지
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• 제28권3호
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• pp.265-269
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• 2006

본 연구는 산성상태의 침출수가 차수층에 미치는 영향을 규명하고 년간 산업부산물로 다량 배출되는 고로슬래그, 플라이애쉬를 재활용하기 위한 한 방안으로 매립지 차수층에 첨가시의 역할을 규명하기 위한 기초연구자료이다. 산성침출수가 고화차수층에 미치는 영향을 고찰하기 위해 압축강도와 투수계수 실험결과, 고화재(시멘트)와 준설점토로 성형된 고화차수층의 경우 산성상태의 침출수에 노출됨에 따라 압축강도 감소와 투수계수 증가현상을 나타내었다. 반면 고로슬래그와 플라이애쉬를 첨가한 고화토차수층의 경우는 산성상태의 침출수에 영향을 크게 받지 않는 것으로 나타났다. 이는 고알카리 상태를 나타내는 고로슬래그와 플라이애쉬의 경우 차수층 내부로 침투되어 수화반응에 의해 생성된 칼슘계 수화물을 용해하는 산성물질의 용해작용을 방해하기 때문으로 판단된다.

• 한국결정성장학회지
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• 제21권1호
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• pp.41-46
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• 2011

폐기물인 석탄바닥재와 준설토가 70 : 30(wt%)으로 혼합된 배치분말에 적니를 0~30 wt% 첨가하고 $1050{\sim}1250^{\circ}C$에서 10분 직화 소성하여 인공골재를 제조하고 그 물성을 평가하였다. 특히 인공골재의 발포특성에 미치는 적니 첨가량 효과를 분석하기 위해 비중 및 흡수율을 측정하고, 그 결과를 미세구조 결과와 연계하여 고찰하였다. 제조된 인공골재는 소성온도 및 적니 첨가량이 증가할수록 발포성이 향상되어 경량화 되는 특징을 나타내었다. $1050{\sim}1150^{\circ}C$ 범위로 소결된 대부분의 인공골재는 잘 형성된 블랙코어 구조를 가졌으나, 적니가 첨가되고 $1200^{\circ}C$ 이상으로 소결된 시편들은 $Fe_2O_3$의 환원에 의한 과량의 가스 방출 및 액상 형성으로 인하여 블랙코어 부분이 시편 표피를 뚫고 나오는 현상이 나타났다. 특히 적니 30 wt%를 함유한 시편은 $1100^{\circ}C$ 이상으로 소결하면 폭발되어 여러 조각으로 흩어졌다. 본 연구에서 $1200^{\circ}C$에서 소결된 시편의 부피비중은 적니가 첨가되지 않은 것은 1.2, 적니가 20 wt% 첨가된 것은 1.0 이하의 경량골재 특성을 나타내었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.504-511
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• 2000

Geotube is a tube made of permeable but soil-tight geotextile, hydraulically filled with soil include dredged sand and mud, which has been successfully applied in hydraulic and coastal engineering projects. This method is getting popular and used a lot in the advanced countries of the world because of economical, useful, and enable to store and isolate contaminated materials as obtained by harbor dredging. Laboratory and pilot scale in-situ tests were performed to determine the design methodology and construction procedures. From the results of laboratory and in-situ model tests, the retention ratio of solid particle is minimum 86% and minimum permeability and tensile strength of geotextile is ${\alpha}$${\times}$10$\^$-2/ and 20 t/m, respectively. Also, based on the environmental model test results, it can be concluded that this method does meet the Korean EPA standards.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2000년도 창립총회 및 춘계학술발표회
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• pp.41-45
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• 2000

Geotube is made of permeable but soil-tight geotextile, hydraulically filled with soil include dredged sand and mud, which has been successfully applied in hydraulic and coastal engineering projects. Ceotube method is getting popular and being used a lot in many countries of the world because of the simplicity of the placement and construction, cost effectiveness and minimum impact on the environment, and enable to store & isolate contaminated materials as obtained by harbor dredging. Laboratory tests and field construction were performed to determine the design methodology and construction procedures. From the results of laboratory and field construction, the retention ratio of solid particle is a minimum 86%. The minimum permeability and the tensile strength of geotextile are $\alpha$ x 10$^{-4}$ cm/sec and 20t/m, respectively Also, based on the environmental test results, it can be concluded that this method does meet the Korean EPA standards.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1241-1244
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• 2005

In this case study, the field investigation work on soft soils like a reclamation area with dredged-clay or intertidal mud flat which has not enough strength to resist the load of surveying machines, the amphibious barge(modified AMFIROL) which travels on land and water was adopted to the field investigation work. Despite of slight increase of cost, it was found that the adoption of amphibious barge in field investigation could improve the quality of test results and avoid the waste of time and some effort.

• 한국산학기술학회논문지
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• 제16권4호
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• pp.2940-2944
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• 2015

화순항에서 유효활용을 위한 준설토의 오염도 분석결과, Ni이 기준치를 전지점에서 초과하는 것으로 나타났다. 그러나 개정된 유효활용기준에 의하면 기준치를 초과하더라도 인위적인 오염원이 없고 펄의 평균 무게 비율이 10%미만이며 생태독성 시험을 통과하였을 경우 양빈재로 활용이 가능하다. 따라서 연구방법으로 해양환경공정시험법에 의한 펄의 평균무게 비율조사와 생태독성실험을 실시하였다. 펄의 평균 무게 비율은 5.37%로 기준치인 10%을 하회하는 것으로 조사되었다. 발광 박테리아를 이용한 생태독성실험 결과는 상대발광저해율이 0~9.13%로 독성없음으로 판정되었으며 저서성 단각류를 이용한 시험에서도 대조구와 시료의 상대평균생존률이 0%로 독성없음으로 판정되었다 따라서, 개정된 유효활용기준을 모두 만족하므로 양빈재로 사용이 가능한 것으로 적합성이 평가되었다.

• 한국해양학회지
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• 제11권2호
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• pp.64-70
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• 1976

기수호인 화진포에 대한 생태학적인 연구가 여러 차례에 걸쳐 실시된 바 있으나( 홍사오외 1969; 엄규백, 1971, 1973; 전승관 외 1969; 변충규 외 1975) 현생퇴적물에 대한 퇴적환경적 연구는 실시된 바 없다. 따라서 본 연구에서는 화진포의 퇴적물에 대한 조직표준치와 분포 특성 및 호수퇴적물중에 포함된 점토광물의 종류와 호수퇴적물의 화학성분을 퇴적과정의 퇴적요인으로 하여 본 역의 현생퇴적환경특성을 밝히고자 한다.