• 한국지하수토양환경학회지:지하수토양환경
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• 제15권3호
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• pp.52-60
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• 2010

The stone-dust is an unavoidable by-product of aggregate production, which is produced about 0.8~1.0 million $m^3$ annually. The stone-dust is currently regarded as a hazard material on environment because it is classified as an industrial waste in the Waste Management Law of Korea. At present, the stone-dust is considered as a environmentally hazardous material, and is classified as an industrial waste according to the Waste Management Law of Korea. In this study, we assessed the heavy-metal contamination of the stone-dust on surrounding environments by various leaching tests. Leaching experiments (such as Korea Standard Leaching Procedure (KSLP), Soil Environment Preservation Act of Korea (SEPAK), Toxicity Characteristic Leaching Procedure (TCLP), and Synthetic Precipitation Leaching Procedure (SPLP)) show that very low heavy metals (As, Cd, Cu, Pb, Zn, Hg) and CN are leached out, or much less than each regulatory thresholds. The resuts of the leaching test with time in acidic solution (initial pH 5 and 3) indicate that pH-buffering minerals are present in the stone-dust. These results suggest that the stone-dust can not potentially affect adverse impact on surrounding environments such as surface water, groundwater and soil etc..

• 한국지반공학회논문집
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• 제19권3호
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• pp.75-82
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• 2003

본 연구에서는 불포화 토질역학 이론에 근거하여 지반재료의 안정처리로 인해 유발되는 전단강도계수의 변화를 추정하는 방법론을 제안하였다. 지반재료의 유효 점착력과 유효 내부마찰각들이 suction측정값들과 일축압축강도 실험결과를 활용하여 추정되었으며, 안정처리제의 사용량에 따른 효과도 비교하였다. 또한 유전상수 측정실험 결과를 통해서 안정처리에 따른 재료의 suction 변화를 알 수 있었으며, 제안된 방법이 불포화 지반재료의 강도정수를 추정할 수 있음을 보여주고 있다.

• Geomechanics and Engineering
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• 제27권6호
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• pp.595-604
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• 2021

With the advantages of high permeability and strength, pervious concrete piles can be suitable for ground improvement with high water content and low bearing capacity. By comparing the strength and permeability of pervious concrete with different aggregate sizes (3-5 mm and 4-6 mm) and porosities (20%, 25%, 30% and 35%), the recommended aggregate size (3-5 mm) and porosity (30%) can be achieved. The model tests of the pervious concrete piles in soft soil (silt and clay) foundations were conducted to evaluate the bearing characteristics, results show that, for the higher consolidation efficiency of the silty foundation, the bearing capacity of the silty foundation is 16% higher, and the pile-soil stress ratio is smaller. But when it is the ultimate load for the piles, they will penetrate into the underlying layer, which reduces the pile-soil stress ratios. With higher skin friction of the pile in the silty foundation, the pile penetration is smaller, so the decrease of the pile axial force can be less. For the difference in consolidation efficiency, the skin friction of pile in silt is more affected by the effective stress of soil, while the skin friction of pile in clay is more affected by the lateral stress. When the load reaches 4400 N, the skin friction of the pile in the silty foundation is about 35% higher than that of the clay foundation.

• 한국토양비료학회지
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• 제40권4호
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• pp.255-261
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• 2007

토양입단은 물리화학, 생물학적 인자의 종합적 결과로 토양 중 탄소행동과 물질이동 해석에 중요하다. 본 연구에서는 습식체별에 안정한 대입단(>지름 0.25mm)과 토양특성과의 관계를 15개 토양을 대상으로 살펴보았다. 토양은 먼저 깊이 0-10cm에서 통기성을 현장측정한 후 3인치 코아 5반복으로 채취하여 습식체별에 안정한 대입단과 토양이화학성을 분석하였다. 대상토양의 점토함량은 1~33%범위였고 토지이용은 과수, 일년생 밭작물(채소, 옥수수), 초지를 비롯하여 도로변 나지 등이었다. 습식체별에 안정한 대입단은 점토함량 2%이하의 사토에서 함량이 0%로 낮고, 사토를 제외한 토양에서 일년생 작물을 재배하는 밭이 27~35%, 과수원 51%, 초지 75%의 순으로 나타났다. 이는 경운 등의 토양교란정도와 연관이 깊은 것으로 보인다. 습식체별에 안정한 대입단은 양이온치환용량, 유기물함량, 모래, 점토, 미사, 용적밀도, 그리고 교환성 K, Mg와 유의한 상관을 나타내었으나 pH, EC 및 수용성 인 등의 토양특성은 상관이 유의하지 않았다. 특히 교환성 칼슘의 경우, 칼슘 과포화 토양을 제외하였을 때 내수성입단함량과 유의한 상관을 보였다. 따라서, 본 연구는 습식체별에 안정한 대입단은 토지이용과 토양특성을 반영하나 칼슘 과포화도 및 토성간의 차이를 고려해서 파악해야 함을 제안한다 하겠다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1108-1117
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• 2005

RAP(rammed aggregate pier) method which is intermediate foundation of deep and shallow foundation is used to improve the ground with high compaction energy. This method is widely spread around the world, but there are few examples and systemic researches for failure mechanism and bearing capacity of this method are not organized yet. In this paper, soil laboratory tests were carried out to evaluate the applicability of RAP method as the foundation of a structure. And the bearing capacity and the failure mechanism of RAP method were studied with respect to various relative densities(35%, 65%, 90%), diameters(45mm, 60mm) and lengths(20cm, 30cm, 40cm). As results, stress concentration ratio decreased as diameter of RAP was increasing or length of RAP was decreased or relative density was decreased. however these results were not always constant. because systematic interaction between relative density and diameter and length of RAP can affect stress concentration ratio, more studies on stress concentration ratio are needed throughout laboratory and field tests.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.247-252
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• 2004

To secure stability and availability of Rammed Aggregate Pier method as the foundation of a structure, the bearing capacity and failure behavior characteristics was studied through soil laboratory tests in a model ground. In this study, soil laboratory tests use carried out to find the applicability of RAP method as the foundation of a structure. And bearing capacity and the failure mechanism of RAP method was studied according to relative density($60\%,\;70\%,\;90\%$), diameter(45mm, 60mm, 70mm) of each pier ana depth(5cm, l0cm, 15cm, 20cm, 25cm, 30cm). Earth pressure cell is set up approach RAP and 1.0D space at RAP center. Bearing acpacity and the failure mechanism of RAP is investigated by load test As a result, bulging failure was happened in $5\~10cm\;(1.0D\~2.00)$ depth which the maximum lateral earth pressure is acting. Especially, diameter changing of RAP are in inverse proportion to the relative density and the lateral stress is very much influenced by the lateral earth pressure in every layer and tends to decrease according to depth.

• 농업과학연구
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• 제31권2호
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• pp.105-114
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• 2004

이 연구는 흙, 천연조골재, 고화재 및 폴리프로필렌섬유를 혼입한 에코콘크리트를 개발하여 그 물리역학적 특성을 구명한 것으로서, 이 연구를 통해 얻어진 결과를 요약하면 다음과 같다. 1. 중량 감소율은 조골재와 고화재의 혼입량이 증가할수록 작게 나타났고, 고화재가 조골재보다 중량감소에 더 크게 영향을 미쳤으며, 재령 7일, 28일, 91일 다같이 흙 59.8%, 자갈 20%, 고화재 20%, 섬유 0.2% 배합에서 중량감소율이 가장 작게 나타났다. 2. 압축강도와 휨강도는 모든 배합에서 조골재, 고화재, 섬유의 혼입량이 증가할수록 증가하였으며, 고화재의 영향이 강도에 가장 크게 나타났다. 3. 재령 28일의 초음파진동속도는 2,319~3,527 m/s, 동탄성계수는 $203{\times}10^2{\sim}281{\times}10^2MPa$의 범위로 나타났으며, 골재와 고화재의 혼입량이 증가할수록 증가하였고, 압축강도와 휨강도의 결과와 유사한 경향을 나타내었으며, 고화재의 영향이 골재의 영향보다 더 크게 나타났다. 4. 투수계수는 골재와 고화재의 혼입량이 증가할수록 감소하였고, 섬유의 혼입량이 증가할수록 증가하였으며, SG10에서 $5.066{\times}10^{-9}cm/s$로 다른 에코콘크리트에 비해 투수계 수가 가장 작게 나타났다. 5. 자갈과 고화재 혼입량의 증가는 강도증진 효과를 얻을 수 있으나, 섬유는 배합시 뭉침현상으로 인하여 제성능을 저하시킬 수 있기때문에 현장배합시 세심한 주의가 요망된다. 따라서 SG10의 배합을 경작로 포장재료로 사용하면 주변환경과 조화를 이루는 환경친화형 경작로를 만들 수 있을 것으로 판단된다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제20권5호
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• pp.41-46
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• 2015

Three types of experiments, based on the physical properties of oily sludge landfilled soil, were conducted to recover total petroleum hydrocarbons (TPH) from the soil. These experiments included gravity separation, solvent extraction using water, and air floatation. The oil portion was not easily separated from the wet (raw) soil because water molecules aggregate the soil particles, despite the fact that the soil was sandy. However, the drying and grinding processes destroyed the aggregates, causing the TPH recovery to increase to approximately 60% when air floatation was used. The drying process decreased the specific gravity of the soil sample, thereby enhancing the overall recovery of TPH from the soil. Although thermal desorption and/or incineration are common choices for heavily dumped sites, physical separation can recover the oil portion instead of simply removing it.

• Geomechanics and Engineering
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• 제7권6호
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• pp.633-647
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• 2014

Biopolymers, polymers produced by living organisms, are used in various fields (e.g., medical, food, cosmetic, medicine) due to their beneficial properties. Recently, biopolymers have been used for control of soil erosion, stabilization of aggregate, and to enhance drilling. However, the inter-particle behavior of such polymers on soil behavior are poorly understood. In this study, an artificial biopolymer (${\beta}$-1,3/1,6-glucan) was used as an engineered soil additive for Korean residual soil (i.e., hwangtoh). The geotechnical behavior of the Korean residual soil, after treatment with ${\beta}$-1,3/1,6-glucan, were measured through a series of laboratory approaches and then analyzed. As the biopolymer content in soil increased, so did its compactibility, Atterberg limits, plasticity index, swelling index, and shear modulus. However, the treatment had no effect on the compressional stiffness of the residual soil, and the polymer induced bio-clogging of the soil's pore spaces while resulting in a decrease in hydraulic conductivity.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2005년도 총회 및 춘계학술발표회
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• pp.253-259
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• 2005

Mine is quickly decline, Nowadays, many of abandoned and closed mines. AMD is abandoned surface water by accumulated yellowboy and caused environmental pollution by amount of heavy metals. The aim of this study waste lime was mixed with the sediment to produce an aggregate far the purpose of neutralizing the acidity and stabilization the heavy metal in the aggregate structure .to pozzolan effect. The result of Waste lime and sediment mixed(5%, 10%, 20%)ration by curing days(3, 7, 38days), After 28 curing days as 5% mixed waste lime leaching solution concentration of all heavy metals is satisfied with regulation limit. Also, the result of fractionate heavy metals to stabilization as 28 curing days very decrease exchangeable and reducible type, and then increase carbonate type. With the above results, waste lime the most effective for the sediment treatment and useful for the recycling waste resource.