• 한국지반환경공학회 논문집
• /
• 제5권1호
• /
• pp.55-64
• /
• 2004

본 연구에서는 쇄석다짐말뚝의 합리적인 국내 적용을 위하여 쇄석다짐말뚝의 지지력에 가장 크게 영향을 미치는 주요 설계 파라미터에 대한 민감도 분석을 실시하고 단일 쇄석다짐말뚝의 주요 파괴 메커니즘인 Bulging과 General Shear Failure시에 대해 주요 파라미터가 지지력 예측에 미치는 영향을 분석하여, 향후 쇄석다짐말뚝의 설계를 위한 지반조사 및 시험시에 활용할 수 있도록 하였다. 또한 국내 현장에서 시행한 재하시험 결과를 이용하여 현재 주로 이용되고 있는 지지력 예측 이론들의 적용성을 평가하였다. 분석결과, Bulging 및 General Shear Failure시의 기존의 지지력 이론식으로 구한 극한지지력이 정재하시험의 실측치보다 과소평가하였으며, 원지반의 비배수전단강도, 쇄석다짐말뚝의 내부마찰각, 횡방향응력, 원지반이 받는 상재하중 등이 극한지지력에 큰 영향을 미치는 것으로 나타났다. 특히, General Shear Failure시의 민감도 분석결과, 원지반의 비배수 전단강도, 쇄석다짐말뚝의 내부마찰각, 원지반이 받는 상재하중의 변화에 따른 지지력은 각 제안식 별로 크게 차이가 나타났다.

• 대한환경공학회지
• /
• 제28권4호
• /
• pp.438-446
• /
• 2006

팔당호 경안천 하류 정체수역에서 퇴적물 인 용출 저감을 위한 capping 소재를 개발하고자 실험실 규모의 batch test를 수행하였다. 조사지역 퇴적물 평균 입도는 7.7 ${\phi}$로 매우 세립하고, 유기탄소 함량은 2.4%로 매우 높게 나타났다. 최적의 capping 소재 선정을 위한 인 용출 실험을 위해 150 L 반응기 5개에 모래층, powder-gypsum($CaSO_4{\cdot}2H_2O$), granule-gypsum, 복합층(gypsum+sand)로 capping을 한 경우와 control을 45일간 비교 평가하였다. 모래로 capping할 경우, 퇴적물로부터 용출되는 인을 약 50% 차단 가능한 것으로 나타났다. 그러나 모래층 1 cm로는 $CH_4$ gas 발생으로 인한 퇴적물의 재부유와 유기물 분해에 의한 수층 용존산소 감소(3 mg/L 이하)를 초래하는 것으로 나타났다. 따라서 모래로 capping을 할 경우에는 모래층이 더 높아져야 할 것으로 판단된다. powder-Gypsum과 granule-Gypsum은 80% 이상의 인 용출 저감 효과를 보였으나 수층 ${SO_4}^{2-}$ 농도가 증가되어 상수원보호구역에 적용하기 어려운 것으로 나타났다. 따라서 ${SO_4}^{2-}$의 용해도를 감소시키기 위해 Fe-Gypsum, $SiO_2$-gypsum 소재를 개발하였다. powder-Gypsum은 물과 결합시 경화되어 퇴적물 층위에 공극이 전혀 없는 차단막을 만들기 때문에 gypsum 층에 crack이 생길 경우, $CH_4$ gas 발생으로 인한 인 용출이 한꺼번에 일어날 수 있다. 복합층(granule-Gypsum+sand(1 cm))으로 capping을 할 경우, 인 용출 차단 효과가 높을 뿐만 아니라, ${SO_4}^{2-}$ 농도 역시 powder-Gypsum, granule-Gypsum 보다 수층으로 용출이 적어 상수원보호구역에 적합한 것으로 나타났다. Gypsum으로 capping을 할 경우, 빠른 초기속성작용(early diagenesis)과 ${SO_4}^{2-}$ 농도가 퇴적물에 충분히 공급되어 SRB(sulfate reducing bacteria)의 활성이 높아져 methanogensis의 진행을 저하시킬 수 있는 것으로 나타났다.

• 대한원격탐사학회:학술대회논문집
• /
• 대한원격탐사학회 1998년도 Proceedings of International Symposium on Remote Sensing
• /
• pp.409-414
• /
• 1998

To examine the detectability of the aerosol and/or Yellow dust from China crossing over the Yellow sea, three works carried out as follows , Firstly, a comparison was made of the visible(VIS), water vapor(WV), and Infrared(IR) images of the GMS-5 and NOAA/AVHRR on the cases of yellow sand event over Korea. Secondly, the spectral radiance and reflectance(%) was observed during the yellow sand phenomena on April, 1998 in Seoul using the GER-2600 spectroradiometer, which observed the reflected radiance from 350 to 2500 nm in the atmosphere. We selected the optimum wavelength for detecting of the yellow sand from this observation, considering the effects of atmospheric absorption. Finally, the atmospheric radiance emerging from the LOWTRAN-7 radiative transfer model was simulated with and without yellow sand, where we used the estimated aerosol column optical depth ($\tau$ 673 nm) in the Meteorological Research Institute and the d'Almeida's statistical atmospheric aerosol radiative characteristics. The image analysis showed that it was very difficult to detect the yellow sand region only by the image processing because the albedo characteristics of the sand vary irregularly according to the density, size, components and depth of the yellow sand clouds. We found that the 670-680 nm band was useful to simulate aerosol characteristics considering the absorption band from the radiance observation. We are now processing the simulation of atmospheric radiance distribution in the range of 400-900 nm. The purpose of this study is to present the preliminary results of the aerosol and/or Yellow dust detectability using the Ocean Scanning Multispectral Imager(OSMI), which will be mounted on KOMPSAT-1 as the ocean color monitoring sensor with the range of 400-900 nm wavelength.

• Geomechanics and Engineering
• /
• 제12권5호
• /
• pp.815-830
• /
• 2017

Due to numerous environmental concerns in recent years, the search for and the development of sustainable technologies have been pursued. In particular, environmentally friendly methods of soil improvement, such as the potential use of biopolymers, have been researched. Previous studies on the use of biopolymers in soil improvement have shown that they can provide substantial strengthening efficiencies. However, in order to fully understand the applicability of biopolymer treated soils, various properties of these soils such as their dynamic properties must be considered. In this study, the dynamic properties of gel-type biopolymer treated soils were observed through the use of resonant column tests. Gellan gum and Xanthan gums were the target gel-type biopolymers used in this study, and the target soil for this study was jumunjin sand, the standard sand of Korea. Through this study it was demonstrated that biopolymers can be used to enhance the dynamic properties of the soil, and that they offer possibilities of reuse to reduce earthquake related soil failures.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2000년도 가을 학술발표회 논문집
• /
• pp.435-442
• /
• 2000

Batch test and column test were performed to develop the design factors for permeable reactive barriers(PRBs) against ammonium and heavy metals, Clinoptilolite, a kind of natural zeolites having excellent cation exchange capacity(CEC), was choosen for the reacting materials through the ion-exchange mechanism. In the batch test, the reactivity of clinoptilolite for ammonium, lead, and copper was examined varying the initial concentration of contaminants(ammonium: 20, 40, 80 ppm, heavy metals: 10, 20, 40 ppm) and the particle size of clinoptilolites(0-0.15, 0.42-0.85, 1-1.25 mm). The reactivity is increasing as the initial concentration decrease and particle size decrease. In the column test, the permeability and the reactivity of the specimens were examined using flexible-wall permeameter. Specimens were made of clinoptilolite and Jumunjin-sand with 20 : 80 weight ratio varying particle size of clinoptilolite. The maximum permeability(1${\times}$10$\^$-4/-5${\times}$10$\^$-5/cm/s) was achieved in the specimen made of 0.42-0.85 mm clinoptilolite and sand.

• 한국지반공학회논문집
• /
• 제17권5호
• /
• pp.115-128
• /
• 2001

본 논문에서는 반복하중이나 지진하중을 받는 지반-구조물 시스템의 설계에 필수적인 변수인 전단탄성계수와 감쇠비에 대한 연구를 국내에 존재하는 비점성토 지반에 대하여 수행하였다. 국내 퇴적토지반 및 풍화토지반에서 채취된 자연시료와 입도분포를 조정하여 제작한 시료를 포함하여 총 60개의 시료에 대하여 20kPa에서 500kPa의 구속응력 범위에서 공진주 시험을 수행하고, 이를 조립질 사질토, 실트 및 실트질 모래, 풍화토의 3개의 그룹으로 나누어 결과를 정리하였다. 저변형률 영역의 변형특성인 최대전단탄성계수와 최소감쇠비에 대하여 구속응력의 영향을 확인하였다. 최대전단탄성계수를 예측하는 경험식을 3개의 그룹별로 제안하였다. 최소감쇠비는 구속응력에 따른 분포영역을 제시하였다. 세립분이 적은 조립질 사질토의 경우, 비선형 변형특성이 구속응력의 영향을 뚜렷이 받고 있어 이를 주요한 변수로 고려하여 대표곡선과 분포영역을 제안하였다. 구속응력의 영향을 적게 받는 실트 및 실트질 모래와 풍화토는 구속응력에 관계없이 대표곡선과 분포영역을 제안하였다. 제안된 각 시료의 대표곡선과 기존의 Vucetic-Dobry와 Seed-Idriss가 제안한 곡선과 비교하였다. 본 논문의 연구결과는 국내지반의 비점성토 지반에 대한 지진해석이나 동하중을 받는 시스템의 해석시 유용하게 사용될 것으로 판단된다.

• Advances in environmental research
• /
• 제5권4호
• /
• pp.213-224
• /
• 2016

This paper presents a numerical model based on a UTCHEM simulator to simulate surfactant flushing process to remediate diesel contaminated sand column. For this purpose, we modeled remediation process under 10000 and 20000 ppm initial concentrations of diesel. Various percent-mass sodium dodecyl sulfate (SDS) considered in our model. The model results indicated that 0.3 percent-mass of SDS at 10000 ppm and 0.1 percent-mass of SDS at 20000 ppm initial diesel concentration had maximum removal perdition which is in agreement with the experiment results. For 10000 ppm diesel concentrations, the coefficient of determination ($R^2$) and index of agreement (IA) between the model result and the experimental data were 0.9952 and 0.9695, respectively, and for 20000 ppm diesel concentrations, $R^2$ and IA were 0.9977 and 0.9935, respectively. The sensitivity analysis of permeability illustrated that in all diesel concentrations and SDS percent-mass with increasing permeability the model resulted in more removal efficiency.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제21권1호
• /
• pp.104-110
• /
• 2016

The transport of silver nanoparticles (AgNPs) was investigated through a column packed with sand. A series of column experiments were carried out to evaluate the effect of ionic strength (IS), pH, electrolyte type and clay mineral on mobility of polyvinylpyrrolidone-coated silver nanoparticles (PVP-AgNPs). The deposition of PVP-AgNPs was increased with increasing solution ionic strength and decreasing pH. Furthermore, the depositon of PVP-AgNPs was affected by the electrolyte type (NaCl vs. NaNO₃) and was shown to be greater at NaNO₃ solution. Also, the transport of PVP-AgNPs was greatly increased after the pre-deposition of clay particles on sand. Our results suggest that various environmental factors can influence the mobility of PVP-AgNPs in soil-groundwater systems and should be carefully considered in assessing their environmental risks.

• 한국환경과학회지
• /
• 제12권3호
• /
• pp.281-286
• /
• 2003

This study was conducted to evaluate the feasibility of ammonia removal by zeolite adsorption in drinking water treatment. In generally, drinking water treatment process is conducted coagulation/flocculation, sedimentation, sand filtration and disinfection. We tested feasibility with two method, one is powdered zeolite dosing to coagulation tank and the other is to substitute granular zeolite for sand of sand filter. In powdered zeolite test, raw water is used tap water with putting of 2 mg/l of NH$_4$$\^$+/-N. Filtration of granular zeolite was conducted with 80 cm of effective column high and 120 m/d of flow rate. At above 100 mg/1 of zeolite dosage, ammonia concentration was decreased below 0.5 mg/l of NH$_4$$\^$+/-N in powdered zeolite test. But, turbidity was increased to 30 NTU by powdered zeolite dosage. That turbidity was scarcely decreased in generally coagulant using condition in drinking water treatment. In granular zeolite test, ammonia was not detected in treated water until 8 days. This result suggest that using of granular zeolite in sand filter could be removal ammonia in winter. But we need regeneration at zeolite filtration for ammonia removal. So, it is to make clear that zeolite regeneration ability was compared KCl with NaCl. The result reveal that KCl was more excellent than NaCl. Optimum regeneration concentration of KCl was revealed 100 mM. Regeneration efficient was not increased at pH range 10∼12.5.

• Geomechanics and Engineering
• /
• 제32권6호
• /
• pp.567-581
• /
• 2023

Enhanced vertical load capacity of the ground reinforced with the stone columns drew great attention by the researchers as it deals with many of the geotechnical difficulties associated with the weak ground. Recently, it has been found that the stone columns are also prone to fail under the shear load when employed beneath the embankments or the foundations susceptible to lateral loads. In this study, the effect of various encasement conditions on the lateral deflection of stone columns is investigated. A method of dual layers of encasement has been introduced and its the effect on lateral load capacity of the stone columns has been compared with those of the single encased stone column and the un-encased stone columns. Large shear box tests were utilised to generate the shear deformation on the soil system under various normal pressure conditions. The stiffness of the soil-stone column combined system has been compared for various cases of encasement conditions with different diameters. When subjected to lateral deformation, the encased columns outperformed the un-encased stone columns installed in loose sand. Shear stress resistance is up to 1.7 times greater in dual-layered, encased columns than in unencased columns. Similarly, the secant modulus increases as the condition changes from an unencased stone column to single-layer encasement and then to dual-layer encasement, indicating an improvement in the overall soil-stone column system.