• 한국농공학회지
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• 제45권4호
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• pp.66-77
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• 2003

Monitoring data from agricultural reservoirs throughout the country were analyzed to classify agricultural reservoirs according to physical characteristics and COD concentrations, and evaluate the relationships bet-ween water quality items. The physical and chemical data of total 498 reservoirs were analyzed from 1990 to 2001. Average COD, TP, TN, Chl-a, SS concentrations for the reservoirs and pollutant loadings from their watersheds were used for the analysis. It was possible that reservoirs were classified to 4 types using the relationships between the ratios of effective storage per water surface (ST/WS ratio) and COD concentrations. It is recommended that the improvement measures of polluted reservoirs should be performed as following order : integrated consolidation type (complex mechanism type) $\rightarrow$ watershed consolidation type $\rightarrow$ integrated consolidation type (external mechanism type) $\rightarrow$ in-lake consolidation type $\rightarrow$ conservation type and the depth (ST/WS ratio) of reservoir maintained over 5~6 m for water quality improvement. The decision coefficients ($r^2$) between Chl-a and other items (COD, T-P, SS, T-N) were 0.6915, 0.6732, 0.5327, 0.3352, respectively. Therefore, reservoir managers could evaluate the trophic state of reservoirs by COD concentrations.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.1156-1167
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• 2010

The constant rate of strain (CRS) consolidation test has been widely used to evaluate consolidation characteristics of soils instead of the standard Incremental Loading Test. In practical problems, after the ground improvement, the condition of the soil is over-consolidated. Therefore, it is important to determine the recompression indices and the coefficient of consolidation(or the coefficient of swelling) of unloading-reloading cycle to predict the settlement behavior. However, since standard testing procedures or studies related with strain rate are insufficient especially in unloading-reloading cycle, it is difficult to predict the settlement field behavior accurately from the CRS consolidation test results in spite of its lots of strengths. The several CRS consolidation tests were performed changing the unloading strain rate from 0.2%/hr to 20%/hr with vertical drainage condition using the reconstituted kaolinite sample. For the reconstituted kaolinite sample in CRS consolidation test, the recompression indices are insensitive to the strain rate. It is revealed that the coefficient of consolidation of reloading is affected by the developed pore pressure during unloading. Additionally, the test should be conducted in the positive pore pressure ratio range (3~15%) to obtain the reasonable coefficient of consolidation in the whole range(loading, unloading and reloading).

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.331-336
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• 1999

A great deal of attention has been given in recent years to large diameter specimen for evaluation of soft soil characteristics, and many studies and developments of the apparatus for obtaining large diameter undisturbed soil samples are in progress attempting to minimize the disturbance of samples for precise strength and consolidation tests in the laboratory. This paper introduces a new large diameter sampler(over 300mm diameter), which can take prefectly undisturbed sampling at any depths applying a new sampling technique. By comparing the results of consolidation tests it is shown that the samples obtained by this new apparatus are of a superior quality to that of samples obtained by conventional sampler(Nx, 75mm dia.) at the same depths.

• 한국지반공학회논문집
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• 제28권6호
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• pp.31-38
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• 2012

본 연구에서는 재성형한 광양항 점성토를 이용하여 응력이력과 OCR이 연약 점성토의 장기압밀특성에 미치는 영향을 규명하기 위해 표준압밀시험기를 개조하여 장기압밀 시험을 수행하였다. 과압밀상태의 점토 시료에 대해, OCR이 1.5를 초과한 경우, 이차압밀 및 최종침하량은 OCR이 2.0에서 3.0으로 증가함에도 큰 차이를 보이지 않았으며, 이로부터 이차압밀과 최종침하량을 저감하기 위해 현장적용 OCR은 1.5로 나타났다. 더욱이 선행하중 재하기간과 장기압밀 거동 특성사이의 관계를 알아보기 위해 광양항 재성형 점토를 이용한 실험결과로부터 압밀도 70~80%를 초과하여 재하하중을 제거하여도 장기압밀에 미치는 영향은 크지 않은 것으로 나타났다.

• 한국지반공학회논문집
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• 제27권4호
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• pp.77-87
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• 2011

이 연구에서는 실내에서 스미어가 발생한 지반을 모사하고 배수재 간격에 따른 스미어의 영향이 차후의 압밀거동에 미치는 영향을 분석하기 위하여 대형압밀챔버와 모형 맨드렐 관입 장비를 이용하여 다양한 압밀시험을 실시하였고 연직배수공법의 효율을 분석하였다. 실험결과 과압밀 영역에서는 스미어의 영향범위가 증가함에 따라 침하량도 증가하였으나, 정규압밀영역에서 스미어에 의한 침하량의 차이는 나타나지 않았다. 일반적으로 연직배수재를 설치한 경우 압밀속도를 향상시킬 수 있지만, 배수재 간격비가 감소하고 배수거리가 짧아지더라도 짧아진 배수거리만큼 압밀속도가 빨라지지는 않으며 오히려 압밀효율은 감소한다.

• 한국농공학회논문집
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• 제64권2호
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• pp.85-96
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• 2022

The study is aimed to investigate the features and socio-economic background of farmland consolidation project with medium-sized paddy plot at irrigation associations during the Japanese colonial period in Korea. Most of farmland consolidation works in the 1940s was composed of independent irrigation and drainage ditches along the short side of field plot. However, the number of farm roads at farmland consolidation zone was much smaller than number of irrigation ditches to decrease reduction in farmland area. The standard field plot was medium-sized (about 20-40 ares) in Korea but small-sized (about 10 ares) in Japan in this period. As the result of farmland consolidation works, the unit water requirement was increased to 0.0035 m³/s/ha, and the unit area drainage discharge was over 2.0 m³/s/km² in many cases. The farmland consolidation with medium-sized plot have been spread under the colonial landlord system, where major landlords occupied a large share of farmland and managed corporate farming to gain more benefit. The reasons for spread of farmland consolidation with medium-sized plot may be as follows: high net profit ratio, an increase in land price, and labor savings in rice farming. The farmland consolidation with medium-sized plot in the colonial period showed intermediate features between the farm consolidation with small-sized plot for an increase in land productivity in Japan and the farm consolidation with medium-sized plot for an increase in labor productivity after the 1960s.

• 한국지반공학회논문집
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• 제16권2호
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• pp.115-123
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• 2000

Piezocone Penetration Test has been performed in the soft ground over the site preparation area at Inchon International Airport(IIA). With the pore pressure dissipation test results, the changes in the permeability and the coefficient of consolidation in clayey soil were checked and the differences of the undrained shear stength verified the soft ground improvement effect from vane test and piezocone test both before and after the improvement. From the results, thin sand seam was found and this caused a big difference in the coefficient of permeability and consolidation. The coefficient of consolidation was high in the upper marine deposit and relatively low in lower marine deposit. It was found that the reduction of void ratio by preloading resulted in the reduction of coefficient of consolidation after the ground improvement. In addition, there were some variations of undrained shear strength when the number of 15 or 18 was used as the coefficient of piezocone(Nkt). However, when the average value of undrained shear strength calculated using Nkt=10 was applied, the result indicated the similar average value with the result of vane test and the increasing rate of strength( Δsu/Δ$\sigma$≒0.38) also showed the similar distribution.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 준설 및 환경매립에 관한 학술세미나
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• pp.3-11
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• 1999

It has been said from previous studies that the preconsolidation pressure (p$\sub$c/)of Nangton Rive. deposit is considerably less than the in situ effective burden pressure (p'$\sub$$\upsilon$ο/). Question has risen whether this small pc vale is due to under consolidation or unsuitable laboratory test including low small quality. As a cooperative research program between PHRI (Port and Harbor Research Institute) and Pusan National University, an extensive soil investigation was carried out at a site of Yangsan, Pusan, using the Japanese sampler. It Is found that although p$\sub$c/ value at the site is slightly greater than p'$\sub$$\upsilon$ο/, its over consolidation ratio (OCR) is quite small compared with aged normally consolidated clay in Japan.

• Geomechanics and Engineering
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• 제11권5호
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• pp.725-738
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• 2016

A theoretical study of the behavior of structured soils is presented herein. By introducing the effect of soil structure and loading history into the Cam Clay model, a new model was formulated. The concept of differing void ratios was modified to combine structural parameters and the over consolidation ratio, and an evolution law was proposed. Upon introducing the concept of the subloading yield surface, a new two-yield surface model was obtained. The predicted results were compared to the experimental data, demonstrating that the new model provided satisfactory qualitative modeling of many important features of structured soils.

• 한국항해항만학회지
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• 제36권3호
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• pp.181-187
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• 2012

고소성 점토 및 소성, 비소성 실트의 정규압밀상태시의 처녀압축곡선이 항상 선형적 거동을 하는 것은 아니며, 비선형성을 가진 한국의 남해안 점토의 경우 압밀압력이 증가함에 따라 압축지수가 감소하며, $e-{\log}{\sigma}_{\upsilon}{\prime}$곡선은 아래로 오목한 형태의 거동을 하는 것으로 연구되었다. 본 연구에서는 한국 남부 해안의 점토를 대상으로 압밀시험을 수행하였고, 결과를 분석하여 초기간극비, 액성한계, 소성지수와 압축지수의 비선형성을 분석하였다. Butterfield의 기법을 이용한 ${\ln}{\upsilon}-{\ln}{\sigma}_{\upsilon}{\prime}$에서 액성한계 50~100%사이의 처녀압축곡선은 선형성을 보였으나, 초기간극비 2.24%, 액성한계 100%, 소성지수 60이상에서의 고소성 점토의 시험결과에서는 뚜렷한 비선형성이 나타났다. 비소성 실트(fly ash)를 90%이상 함유한 재성형 시료의 경우 압밀압력이 증가함에 따라 압축지수가 증가하는 경향을 보였다.