• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.755-760
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• 2009

It is essential to carry out site investigations such as SPT, CPT sampling etc. to understand the characteristics of soil deposits. However, the results deduced only from the engineering standpoint have limited information to fully understand ground characteristics. In this study, it is discussed site investigation results on Youngjong deposits obtained from not only the geotechnical standpoint, but also geotechnical and geological mixed standpoint to understand correct characteristics of Youngjong soil deposit.

• 한국지진공학회논문집
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• 제20권4호
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• pp.223-234
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• 2016

To investigate earthquake responses of structures with basements affected by soil deposits, centrifuge tests were performed using an in-flight earthquake simulator. The test specimen was composed of a single-degree-of-freedom structure model, a basement and sub-soil deposits in a centrifuge container. The test parameters were the dynamic period of the structure model, boundary conditions of the basement, existence of soil deposits, centrifugal acceleration level, and type and level of input earthquake accelerations. When soil deposits did not exist, the earthquake responses of the structures with fixed basement were significantly greater than those of the structure without basement. Also, the earthquake responses of the structures with the fixed basement surrounded by soil deposits were amplified, but the amplifications were smaller than those of the structures without basement. The earthquake responses of the structures with the half-embedded basement in the soil deposits were greater than those estimated by the fixed base model using the measured free-field ground motion. The test showed that the basement and the soil deposit should be simultaneously considered in the numerical analysis model, and the stiffness of the half-embedded was not effective.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.657-664
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• 2000

Weak and soft compressible clay deposits are commonly found in natural subgrade soils. These Soils need to be stabilized for using the subbase materials of highway constructions. This paper presents that a chemical treatment using chemical additives comprised of sulfate(SO$_4$) and chloride(Cl) is evaluated for stabilizing soft clay deposits and lime. The physical and mechanical characteristics of soil-lime and additives are described by means of a laboratory study. The study results indicate that the presence of chlorides encouraged the efficiency of lime stabilization, and the use of calcium chloride with quicklime is the best additive for improving soil behavior. The treated soil with lime-calcium chloride can have the adaptability to the subbase materials of highway constructions.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.69-76
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• 1999

Because of the limited land in Korea most of the projects require large-scale reclamation. The hydraulic-filled soil deposits are usually loose and susceptible to be liquified during earthquake. The dynamic deformation characteristics which expressed by shear modulus and damping ratio are important to analyze the earthquake ground motion. In this paper resonant column tests were performed on five hydraulic filled soil in Korea and the deformational characteristics at both small and medium strains were investigated. The coefficients in the Hardin equation to predict the representative maximum shear modulus and modulus reduction cure are also proposed.

• 한국환경과학회지
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• 제7권2호
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• pp.149-156
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• 1998

Enoronmental problems caused by certain geologic conditions Include pollution of soil by heavy metal, acidization of souls , acid mine drainage, Pound-water pollution, and natural radioactivity, as well as zoo-logical hazards such as landslide and subsidence. The acrid mine drainage contains large amount of heavy metals nO, therefore. cause serious pollution onto the nearby drainage systems and soils. In spite of this prospective environmental danger, few studies have been done on the acid mine drainage derived from non-metallic ore deposits such as pyrophyllitefNapseok) deposits. The sudo-bearing pyrophyllite ores, alteration zones, and mine talllngs of pyrophylllte deposits produce acrid mine drainage by the okidation of weathering. Compared to the fresh host rocks, the ores and altered rocks of pyrophyllite deposits produce acidic solution which contain higher amount of heavy metals because of OeP lower buffering capacity to acrid solution. The pus of urine water and nearby stream water of pyrophyllite deposits are 2.1~3.7, which are strong- ly acidic and much lower than that (6.2~7.2) of upstream water and than that (6.8~7.6) of the stream water derived from the non-mineralized area. This study reveals that this acrid mine drainage can affect the downstream area which is 8km far from the pyrophyllite deposits, even though the drain Is diluted with abundant non-contaminated river water This suggmists that not only acid mine drainage but also the sulfide-bearing sediments originated from the pyrophyllite deposits move downstream and form acidic water through continuous oxidation reaction. The heavy metals such as Pb, Zn, Cu, Cd, Nl, Mn and Fe are enriched In the mine water of low pH, and their contents decrease as the pH of mine water Increases because of the Influx of fresh stream wainer. SoUs of the Pyrophyulte deposits are characterized by high contents of heavy metals. The stream sediments containing the yellowish brown precipitates formed by neutralization of acid mine drainage occur in all parts of the stream derived from the pyrophyllite deposits, and the sediments also contain high amounts of heavy metals. In summary, the acid mine drainage of the pyrophyllite deposits is located in the upstream part of Hoidong water reservoir in Pusan contains large amounts of heavy metals and flows into the Holdong water reservoir without any purification process. To protect the water of Holdong reservoir, the acid mine drainage should be treated with a proper purification process.

• 한국토양비료학회지
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• 제27권4호
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• pp.315-320
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• 1994

This survey report introduced briefly peat deposits in SAKHALIN island of eastern SIBERIA continent. Peat industry was promoted as leading resources for development in this island by national control economic plan of central government before CIS. But development of deposit was left suspension of operation due to investment now. In southern area, about 10km from Yuzunosakhalinsk, two deposits of peat field were explored. One of them (Troisk) was suspended at begining stage of peat harvest from 300ha field and the other(Missilop) was producing the compact peat through drying and pulverizing from 350ha peat field which showed long run harvest activities. There are plenty of peat deposits near the Polonai Reika (river) in the central area of this island, At Zbaikaritz, 40km nothern area from Polonaisk, 135ha of peat field was developed. This field was left without working but established field preparation and could be able to be harvested any time if machines and utlities were settled. At southern suburb 10km from Polonaisk, about 40ha field of virgin deposit has been established planning for development. The plan involved estimated amount of peat, deposit depth, water level, drainage and leading road. The most of peat deposits accumulated from sphagnum moss. Texture is coarse but it contains more than 95% of organic carbon near to 0.5% of total nitrogen and acidity showed pH4-5.

• 한국지반공학회논문집
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• 제21권2호
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• pp.5-16
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• 2005

모형지반을 이용한 각종 모형말뚝실험에서 자주 문제가 되는 것이 크기효과에 따른 실험의 정량적 분석에 대한 한계성이다. 이러한 문제를 보완하기 위하여 본 연구에서는 대형의 원통형 토조에 인공지반을 제작함으로써 지반 특성에 대한 크기효과를 최소화하도록 노력하였다. 또한 지반의 자연생성과정을 재현하고 빠를 시간내에 방밀을 완펄하기 위하여 케올리나이트와 실리카를 1:1로 혼합한 슬러리를 토조에서 압밀하여 인공지반을 생성하였다. 본 연구에서 마련한 모든 인공지딴의 특성을 자세히 파악하고 실제의 지반특성과 비교하기 위하여 베인시험기, 피조프로브, 콘관입시험기 등 여러가지의 원위치 소형조사장비를 제작 및 사용하였다. 본 연구에서 행한 원위치 시험 결과, 앞선 연구에서 밝힌 시험결과와 일치하는 결과를 얻었다. 또한 인공지반에서 행한 모형실험결과와 실제 상황과의 차이를 규명함으로써 모형실험결과에 근거하여 실물의 거동을 예측하는 방법을 찾고자 차였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1340-1352
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• 2008

In this study, S-wave velocity range is gauged in every field test method at the total 5 locations in the marine deposits in Incheon area. field test method is accomplished the SPT(Standard Penetration Test), CPT(Cone Penetration Test), SPS(Suspension PS Logger), SCPT (Seismic Cone Penetration Test) and so on. The S-wave velocity of SCPT in the downhole test method is measured lower than SPS logger at the N value > 15 range. But at the N value < 15 range, SPS logger and SCPT result is measured same. In this result, although the soil strength of the downhole test method increased, the rate of S-wave velocity is tend to be slowed. This result shows that the downhole test is difficult to apply at the place that the intensity of soil is more extreme and harder soil. And it shows that the existing Imai(1982) type that is mostly used within the country is not suitable for the marine deposits. Thus, the empirical formula that can show the range of S-wave velocity in each N value for domestic soil is needed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.351-362
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• 2007

Predicted behaviour of a soft clay deposit in design stage is sometimes different from in-situ settlement and pore pressure measured during and after construction. In this paper, characteristics of settlement and pore pressure occurred in soft soil deposits were investigated briefly in order to get a better understanding of time-dependent viscoplastic behaviour and prevent geotechnical problems resulted from long-term settlement, differential settlement, etc.

• 자원환경지질
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• 제37권1호
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• pp.121-131
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• 2004

비소로 오염된 고로폐광산 주변 농경지 토양과 하천 퇴적토에 대하여, 토양 정밀조사를 통하여 규명된 오염 면적과 오염 지도를 바탕으로 복원 공정 설계를 실시하였다. 실내 실험을 통하여 오염 농경지 토양에 대하여는 석회를 첨가한 토양 안정화 공법의 처리 효율을 검증하였으며, 오염 하천 퇴적토에 대하여는 토양 세척법의 처리 효율을 규명하였다. 비수몰지역의 오염 농경지 토양의 복원 효율을 규명하기 위하여, 비소 농도가 다른 폐광산 주변 농경지 오염 토양 4종류에 대하여 비소 용출률 배치 실험을 실시한 결과, 석회를 혼합한 토양의 비소 용출이 오염 토양을 그대로 이용한 경우보다 평균 5배 이하로 감소하였다. 댐 건설 후 수몰되는 지역에서 저수지 바닥으로부터 저수지 수계로 용출되어지는 비소의 용출률을 예측하고, 석회를 첨가한 복토를 실시한 경우 저수지 바닥에서 용출되는 비소의 용출률 감소를 규명하기 위하여 아크릴 칼럼(지름 18.9cm, 높이 30cm)을 이용하여 저수지 바닥에서의 비소 용출 모의 실험하였다. 실험 결과 복토를 실시하지 않은 오염 토양에서의 비소 용출률은 연간 약 3.05∼3.89%를 나타내었으며, 석회 1%를 혼합하여 복토한 경우 저수지 바닥으로부터 비소 용출률은 연간 0.11∼0.05%를 나타내어 석회를 혼합한 복토처리 시 저수지 바닥에서 수계로의 비소 용출은 약 40배 이상 감소 할 수 있는 것으로 나타나, 수몰된 농경지 복원에 매우 적절한 방법으로 사용될 수 있을 것으로 판단되었다. 토양 세척법을 이용하여 하천 퇴적토를 복원하는 경우, 세척 효율을 규명하기 위하여 하천 퇴적토 3종류에 대하여 초산, 구연산, 염산 각 0.01, 0.05, 0.1, 0.5, 1.0N 수용액과 증류수에 대하여 각각 토양 세척 효율 배치 실험을 실시하였다. 실험 결과 염산과 구연산 용액으로 세척하는 경우 0.05 N에서 한 시료를 제외하고는 비소에 대하여 99.9% 이상의 제거 효과를 나타내었다. 결론적으로 비소로 오염된 하천 퇴적토는 적절한 세정용액을 이용한 세척과정에 의해서 충분히 제거 될 수 있는 것으로 나타나, 기존 오염 퇴적토 내 비소의 90% 이상을 효과적으로 제거할 수 있는 것으로 나타났다. 오염 지도에 근거하여 산출된 복원 물량에 대하여 토양세척법을 이용하는 경우 복원 비용을 산출하였으며, 이와 같은 자료는 고로폐광산 주변 오염 토양에 대한 실제 복원 공정의 설계에 중요한 자료로 활용될 수 있을 것으로 판단된다.