• Proceedings of the KSEEG Conference
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• 2002.04a
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• pp.403-405
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• 2002

• Proceedings of the KSEEG Conference
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• 1999.04a
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• pp.282-284
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• 1999

• Proceedings of the Mineralogical Society of Korea Conference
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• 2004.05a
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• pp.80-84
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• 2004

• Proceedings of the Mineralogical Society of Korea Conference
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• 2004.05a
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• pp.85-87
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• 2004

• Proceedings of the Petrological Society of Korea Conference
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• 2004.05a
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• pp.85-87
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• 2004

• The Journal of Engineering Geology
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• v.15 no.2 s.42
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• pp.123-132
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• 2005

This study presents the results of a laboratory investigation performed to study physical properties of soil-bentonite mixtures through the vertical permeation test and dielectric measurement test using Frequency Domain Reflectometry system for the liner of waste landfill. For the laboratory experiments, geotechnical testing was conducted on pre-mixed soil-bentonite which is consisted of standard sand, weathered granite soil and bentonite for estimating physical parameters such as a volumetric water content, void ratio and dielectric constant. In experiment results, initial soil-bentonite mixing rate has an effect of change of volumetric water content. Also change of volumetric water content of a soil-bentonite mixture is clearly detected to measure a response of dielectric constant. In order to estimate an unsaturated permeable property of soil-bentonite mixtures, equations between volumetric water content and dielectric constant were derived from this study.

• Journal of the Mineralogical Society of Korea
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• v.27 no.4
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• pp.293-299
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• 2014

The bentonite, a buffer material, is essential for the deep geological disposal of HLW (high-level radioactive waste), and it is important to know its characteristic long-term evolution in the underground environment. With an assumption that the concentration of aqueous copper ions will increase if copper-coated materials on a metal canister are corroded, we examined some characteristic ion-exchanges and cation release phenomena occurring in the bentonite clay (montmorillonite) interacted with aqueous Cu cations. During the interaction between dissolved copper and bentonite, Na rather than Ca cations in the expandable clay were preferentially replaced by Cu ions in the experiment. In addition, the Cu-exchanged montmorillonite was characterized by an asymmetric X-ray diffracted pattern with relatively collapsed interlayers compared to the raw sample. These results indicate that the gradual change of the original bentonite property may occur in a underground disposal condition. We are going to further study the characteristic chemical and mineralogical changes of the bentonite buffer to be used for the disposal site by conducting additional experiments.

• 한국신재생에너지학회:학술대회논문집
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• 2007.11a
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• pp.546-549
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• 2007

지열 냉난방 시스템의 설계는 냉난방 공간의 크기에 따라 필요한 부하를 계산하여 설계하게된 다. 설계 부하를 충분히 소화할 수 있는 지열교환기의 길이와 보어홀의 깊이 및 개수는 지반의 열적 특성에 크게 좌우된다. 열전도율이 큰 지반일수록 지열교환기 내의 열 흡수 및 소산이 효과적으로 이루어져 지열교환기의 길이도 상대적으로 짧아질 수 있다. 즉, 효율적이고 정확한 설계를 하기 위해서는 지반, 암반 및 지중열교환기의 물리적 특성에 따른 열적 특성을 설계자는 미리 숙지하여야 한다. 현재 국내에서 수직 밀폐형 지중열교환기의 그라우트로 벤토나이트를 가장 많이 사용하고 있으나, 해외의 경우 지중 조건에 따라 시멘트 또는 벤토나이트를 적절히 선택하여 시공하고 있다. 이는 벤토나이트의 특성상 적용 조건이 제약을 받기 때문이며, 특히 지하수가 존재하지 않을 경우 사용이 사실상 불가능하다. 국내에서 이에 대한 충분한 연구는 아직 이루어지지 않았으며, 시멘트 그라우트를 사용하기 위한 물리적, 열적 특성에 대한 연구가 필요한 시점이라 판단하여 본 연구를 수행하였다. 시멘트 그라우트의 경우 수화반응이 일어나는 초기의 건조수축을 최소화하는 배합비로 물성을 구성하였으며, 벤토나이트는 일반 현장 시공 비율을 사용하였다. 열전도율은 첫째 실내 시험으로 시멘트 그라우트에 대한 열판시험법과 벤토나이트 그라우트에 대한 탐침시험법으로 수행하여 구하였으며, 두 번째 방법인 현장 시공으로 직접 현장열응답시험을 수행하여 그라우트 간의 열적 특성을 비교하였다. 또한 기존 시멘트그라우트의 열적 특성을 개량한 코오롱건설에서 개발한 시멘트 그라우트에 대한 열적 거동도 기존 타 그라우트의 열적 거동과 비교하였으며, 개발 제품의 성능이 상당히 우수함을 알 수 있었다.

• Journal of Navigation and Port Research
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• v.38 no.6
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• pp.655-661
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• 2014

In this study, stabilization treatment of heavy metals such as Ni, Cu, Pb, and Zn in contaminated marine sediment was achieved using bentonite. Stabilization experiment was accomplished by wet-curing with bentonite for 150 days. From the sequential extraction results of heavy metals, it was observed that the easily extractable fraction (exchangeable, carbonate, and oxides forms) of Ni, Cu, Pb, and Zn in a treated sediment decreased to 8.5%, 5.6%, 19.2%, and 28.2%, respectively, compared with untreated sediment. Moreover, the TCLP(Toxicity Characteristic Leaching Procedure) results evaluating efficiency of extraction reduction of heavy metals showed that extraction of heavy metals reduced drastically to 95.7%, 96.8%, 99.2%, 85.9% for Ni, Cu, Pb, and Zn by stabilization when compared to untreated sediment. From these results, we can confirm that bentonite as a capping material exhibits good stabilization of heavy metals in contaminated marine sediment.

• Journal of the Korea Organic Resources Recycling Association
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• v.22 no.2
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• pp.17-26
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• 2014

In this study, the adsorption efficiency of mixed heavy metals from an aqueous solution was examined using bentonite. The physical and chemical properties of bentonite was analyzed via scanning electron microscopy (SEM) and Fourier transform infrared spectroscopy (FT-IR), Further, heavy metal adsorption was characterized using Freundlich and Langmuir equations. Equilibrium adsorption data were fitted well to the Langmuir model for bentonite. The adsorption uptake of heavy metals was high and followed the order $Pb^{2+}$ > $Cu^{2+}$ > $Cd^{2+}$ > $$Zn^{2+}{\sim_=}Ni^{2+}$$. The results also showed that adsorption uptake slightly increased as increasing pH from 6 to 10. The bentonite surface was observed viay SEM and FT-IR; Si-O and Si-O-Al were found to be the main functional groups by FT-IR analysis. From these results, the adsorption mechanisms of heavy metal were not only surface adsorption and ion exchange, but also surface precipitation. Thus, bentonite could be a useful adsorbent for treating heavy metal in aqueous solution.