• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.569-576
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• 2002

Recently, the hydraulic fill method is commonly used in many reclamation projects due to lack of fill materials. The method of hydraulic fill in reclamation is executed by transporting the mixture of water-soil particles into a reclaimed land through dredging pipes, then the dredged soil particles settle down in the water or flow over an out flow weir with the water. In the present study, to compare the soil and sand-mat mixed method with sand-air jet method for shallow improvement of hydraulic fills at southern seashore, the model tests were performed. Through the model test results, the behavior of surface as disturbance of desiccation crust is analyzed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1202-1205
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• 2009

Embankment preloading, in conjunction with prefabricated vertical (PV) drains, was used to accelerate consolidation of marine clays in Pusan New Harbour project. UP to eightteen settlement plates were installed at the ground reclamated site under the embankment fill to monitor the preload performance. This analysis is carried out by five settlement prediction methods including the Asaoka, Hyperbolic, Hoshino, and back-analysis method based on optimization. The field settlement data can be analysed by settlement prediction methods to predict the ultimate settlement and the degree of consolidation of the reclaimed land under charge fill. The authors compared with the analyzed results of the methods.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.329-336
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• 2002

The earth structures and in-ground LNG tank, and buildings can be constructed with using artificial freezing method on the reclaimed land. In this study, upon freezing a saturated soil in a closed-system from the top, a considerable pressure was developed. The pressure is the result of the surface energy of a curved ice-water interface. The most significant of these parameters will have the greatest effect on the classification. In order to establish frost-susceptibility criteria based on frost heaving expansion pressure, more soils have to be tested. This study was initiated to investigate the soils frost heaving expansion pressure and moisture characteristics resulting from freezing and freezing-thawing cycle process. Weathered granite soils, sandy soil, sandy soil were used in the laboratory freezing test subjected to thermal gradients under closed- systems.

• 한국농공학회논문집
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• 제54권3호
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• pp.47-54
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• 2012

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 $45^{\circ}C$ dry oven. This study proposed that water contents must be measured at $45^{\circ}C$ 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).

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
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• pp.1227-1229
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• 2003

Kojima Lake in Okayama prefecture is a freshing reservoir constructed adjacent to the oldest reclaimed land in Japan. This lake has a serious water quality problem because two urban rivers are flowing into it. In the present study, unsupervised classification was performed at intervals of several years using Landsat MSS data in the past 15 years. After geometric correction of these data, MSS data corresponding geographically to the field observation data were extracted and subjected to the multivariate analysis. Water quality distribution in the lake was estimated using the regression equation obtained as a result. In addition, two - dimensional and three-dimensional numerical simulations were performed and compared with the distribution obtained from the satellite images. Behavior of the reservoir flows is complicated and water quality distribution varies greatly with the flows. Here, I report the results of analysis on three factors, field observation, numerical simulation and satellite images.

• 한국지리정보학회지
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• 제8권1호
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• pp.13-22
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• 2005

본 논문은 무감독 ISODATA 기법을 이용하여 Landsat TM 위성영상에 기반한 새만금 간석지의 지형을 분류하고, 이 분류된 지형의 시공간적 변화를 분석하고자 한다. 각각의 퇴적 지형은 새만금 방조제 공사 진행에 따른 상이한 특성을 나타내며, 퇴적 변화와 분포를 입증한다. Landsat TM 7개의 band 중에서 밴드 4가 간석지와 해수면의 구분, 그리고 밴드 5는 간석지에 대한 세부적인 지형의 분류에 이용한다. 각 지역의 지형적 특성을 구분함으로써 간석지의 지형변화에 따른 검토는 간척 계획수립과 간척된 이후의 토지 이용에 매우 유용할 것으로 사료된다.

• 한국농공학회지
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• 제42권4호
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• pp.96-105
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• 2000

Field experiment was performed from August 1996 to December 1999 to examine the performance of constructed wetland system for wastewater treatment in rural area. The constructed wetland system was installed in Konkuk University and the effluent from septic tank of school building was used as an influent to the treatment basin. The treatment basin was composed of sand bed with planted reed. From August 1996 to June 1998 the hydraulic loading rate was fixed with about 15.63cm/day and theoretical detention time was 1.38 days, and from July 1998 to December 1999 the hydraulic loading rate was about 6.25cm/day and theoretical detention time was 3.5days. It worked continuously even during winter time, and the sewage flowed without freezing even when average daily air temperature was below -1$0^{\circ}C$. Average removal rate of BOD , COD, and SS was about 70%, T-P removal rate was about 50.8% , and T-N removal rate was 23.9%. The reason for poor T-N removal might be due to high influent concentration and short retention times. At the later years BOD and COD removal rates were increased , and SS and T-P removal rates did not change significantly , but T-N removal rates were decreased. The effluent of the wetland system often effluent water quality standards for sewage treatment plant, therefore, further treatment would be required if the effluent need to be discharged to the public water. Wetland system involves relatively large land area and could be suitable for rural area. Therefore, utilization of reclaimed sewage for agricultural purpose or subsequent land treatment is recommended as a ultimate disposal of sewage for agricultural purpose or subsequent land treatment is recommended as a ultimate disposal of sewage in rural area.

• Journal of Plant Biology
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• 제12권1호
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• pp.7-14
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• 1969

Korea has a lots of margin for security of farm land from her coastal region. The area of saline soil may be reached about 10% of present farm land if the reclamation works are finished. This paper was conducted as a part of studying the possibilities of desalination of saline soil through the experiment of some halophytes. The halophytes in this works were Salicornia herbacea L., Suaeda glauca Bunge, chenopodium acuminatum Willd, and Scirpus triquerter L. Of the above halophytes, Salicornia was proved the most effective plant for desalination of saline soil referring to the following results; 1) The seasonal uptake of chloride by Salicornia was the highest of all. However, the general tendencies of all plants showed a decrease on August. 2) Salinity of soil showed the lowest value on the site where Salicornia was grwon densely. Comparing the other sites grouped by age of saline soil with the above site, the salinity of rice-paddy (10 years after reclamation) is similar to those of the site wehre Salicornia were as well as the 50 cm below the surface soil. 3) The maximum water holding capacity of surface soil appeared in the site of Salicornia, but in 50 cm below the surface, the maximum water holding capacity are almost on equat terms having no connection with the age of saline soil. Soil pH, other chemical compositions such as organic matter, magnesium, potassium, phosphorous, and nitrate were determined to elucidate the relationship between the changes of soil properties and chemical uptakes by certain halophytes. It is assumed that the above chemical compositions are frequently affected by the factors such as coastal circulation of salts, exchangeable base, microbial growth, climatic conditions, and irrigation of water.

• 한국재난정보학회 논문집
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• 제14권3호
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• pp.296-304
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• 2018

연구목적: 이 논문에서는 인천 해안 매립 지반에 대한 액상화 평가를 위하여 장주기의 Hachinohe 지진파와 단주기의 Ofunato 지진파에 대하여 ProShake 프로그램을 사용하여 지반응답해석을 수행하였다. 연구방법: 지반응답해석 결과와 수정 Seed and Idriss의 방법을 이용하여 액상화 평가를 수행하였다. 각 지점의 액상화 평가 결과를 대표할 수 있는 지표로 Iwasaki가 제시한 액상화 가능성 지수를 산정하였다. 또한, 액상화 구역도 작성을 위한 정량적인 지표로서 등가 액상화 안전율을 이용하였다. 연구결과: 이 논문에서는 액상화 가능지수와 등가 액상화 안전율을 이용하여 인천 해안 매립지역을 대상으로 액상화 구역도를 작성하였다. 결론: 구역도 작성 결과, 액상화 가능지수와 등가 액상화 안전율을 이용하여 작성된 구역도가 유사한 분포 형태를 보여 이 논문에서 제시한 액상화 구역도 작성 지표로 인천 해안 매립 지역의 액상화 구역도를 작성할 경우 이용에 편리할 것으로 판단된다.

• 한국지반공학회논문집
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• 제23권8호
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• pp.149-158
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• 2007

최근 들어 포항지역에서 매립이나 도로성토를 위한 양질의 재료 취득이 점점 더 어려워지고 있다. 따라서 이암을 도로나 항만 등의 공사에서 성토재료나 매립재로 활용하려는 시도가 진행되고 있다. 그러나 이암을 매립재로 활용한 예가 없으며 또한, 이암을 이용한 매립지반의 거동 특성에 대해 명확하게 밝혀지지는 않았다. 이암을 매립재료로 활용하기 위해서는 이암의 흡수, 연화, 슬레이킹등의 거동특성을 파악하여 향후 발생할 수 있는 침하나 강도저하등에 대한 명확한 정보를 파악해야 한다. 그러나 이에 대한 이암의 공학적 특성이 명료하지가 않다. 본 연구에서는 이암을 도로 기초나 항만 등의 성토나 매립재료로 사용시 그 적합성을 실내시험과 시험시공을 통해 파악코자 하였다.