• 한국지반환경공학회 논문집
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• 제11권4호
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• pp.5-12
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• 2010

차수재로서 벤토나이트를 혼화재로 사용한 혼합토가 매립장, 제방, 댐 등의 다양한 구조물의 차수재로서 많이 이용되고 있다. 그러나 시공 시 외부하중, 성토하중 등에 의한 차수층의 전단파괴가 발생하여 침투수의 침투 등이 예상 되지만 일반적으로 혼합토의 투수계수만 고려할 뿐 혼화재양에 따른 강도변화는 고려하지 않고 있는 실정이다. 이에 본 연구에서는 벤토나이트 함량의 변화가 혼합토의 투수 및 강도에 미치는 영향에 대하여 고찰하고자 B댐 축조현장 부근 하상시료에 벤토나이트를 0~4%로 변화하면서 일련의 투수시험 및 강도시험을 실시하였다. 시험결과 투수계수는 벤토나이트 함량 4%에서 2.085E-07cm/sec의 값을 가지는 것으로 나타났다. 일축압축강도 및 인장강도는 벤토나이트 함량이 증가함에 따라 증가하는 것으로 나타났으나, 삼축압축(CD)시험에 의한 벤토나이트 혼합토의 전단강도는 벤토나이트 함량 변화의 영향을 거의 받지 않는 것으로 나타났다.

• 한국지반환경공학회 논문집
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• 제13권8호
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• pp.45-55
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• 2012

본 연구는 폐석분의 성토재 활용에 대한 연구로서 폐석분, 화강풍화토, 그리고 폐석분과 화강풍화토의 혼합토에 대해 강도증진의 목적으로 단섬유를 보강한 경우의 강도 특성을 시험적으로 분석한 것이다. 폐석분, 화강풍화토 및 혼합토에 단섬유를 혼합한 경우 단섬유의 함량과 일축압축강도 증가비는 거의 선형적인 증가 경향을 보였으며, 화강풍화토에서 가장 큰 일축압축강도 증가비가 나타났고, 혼합토는 폐석분과 유사한 일축압축강도 증가비를 나타냈다. 전단강도 시험 결과 폐석분을 화강풍화토와 혼합한 혼합토의 경우 단섬유함량에 따른 점착력의 변화는 작았으나, 내부마찰각은 증가하는 추세를 보였으며, 단섬유 함유량 0.75%에서 21%의 내부마찰각 증가효과를 나타냈다. 폐석분 및 화강풍화토에 비교하여 상대적으로 강도정수가 크게 증가하는 경향을 보이고 있어 혼합토에서 단섬유의 보강효과를 기대할 수 있을 것으로 판단된다.

• 한국의류산업학회지
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• 제13권5호
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• pp.790-796
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• 2011

This study was designed to investigate the influence of ratio of anionic/nonionic surfactant mixture on detergency of particulate soil under various solutions. The detergency of the particulate soil was determined by adhesion of particle to fabric and its removal from fabric separately. The PET fabric and ${\alpha}-Fe_2O_3$were used as materials of textile and model of particulate soil, respectively. The detergency was investigated as a function of surfactants concentration, ionic strength, kinds of electrolyte and mole numbers of oxyethylene ether of nonionic surfactant in different ratio of anionic/nonionic surfactant mixture. Although some deviations exist, the adhesion of particle to fabric generally increased with decreasing its removal from fabric. The detergency of particulate soil on PET fabric was relatively higher in anionic/nonionic surfactant mixed solution than in each single surfactant solution, but the influence of ratio of anionic/nonionic surfactant mixture on detergency of particulate soil was low. Generally the detergency of particulate soil on fabric was at its maximum at 0.1% surfactant concentration, $1{\times}10^{-3}$ ionic strength, $Na_5P_3O_{10}$ electrolytes and 10 mole numbers of oxyethylene ether of nonionic surfactant, regardless of ratio of anionic/nonionic surfactant mixture.

• 한국농공학회지
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• 제27권2호
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• pp.57-71
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• 1985

The characteristics of compaction and unconfined compressive strength were investigated by mixing with lime to all soils adjusted by given percentages of two kinds of clays to sand to obtain the most effective distribution of grain size and the optimum lime content for soil stabilization. In addition, unconfined compressive strength and durability tested by adding of sodium metasilicate, sodium sulfate, sodium carbonate, sodium gydroxide and magnesium oxide to lime-soil mixture mixed with 8 percent lime to adjusted soil having the mixing percentage of 60 percent of cohesive black clay and 40 percent of sand by weight to get the effect and the optimum content of chemicals. The results obtained were as follows; 1.With the addition of more lime, the optimum moisture content was increased, and the maximum dry density was decreased, whereas the more the amount of clay and the less was the maximum drt density. 2. In the soil having more fine grain size the unconfined compressive strength was larger in the earlier stage of curing period, in accordance with the longer period, the mixing percentages of sand to clay showing the maximum unconfined compressive strength, on the basis of 28-day strength, were 60% : 40% (black clay) and 40% : 60% (brown clay) respectively. 3. The reason why the soil adjusted with black clay was remarkably bigger in the unconfined compressive strength than ones adjusted with brown clay for all specimen of lime-soil mixture was the difference in the kind of clay, the amount of chemical compositions the value of pH. Black clay was mainly composed of halloysite that reacted with lime satisfactorily, whereas the main composition of brown clay was kaolinite that was less effect in the enhance of unconfined compressive strength. Also the difference of unconfined compressive strength was because black clay was larger in the amount of composition of calcium oxide and magnesium oxide in the value of pH affecting directly on the unconfined compressive strength of lime-soil mixture than brown clay. 4. In the lime-soil mixture mixed with 8 percent of lime to soil that mixing percentage of sand to black clay was 60% : 40%, on the standard of 7-day strength, the effect of chemical was arranged in the order of magnesium oxide, sodium carbonate, sodium sulfate, sodium hydroxide and sodium metasilicate. 5. The optimum amount of chemical being applicable to the maximum unconfined compressive strength of lime-chemical-soil mixture was 1 percent by weight for air dry soil in the case of adding sodium carbonated and 0.75 percent on sodium hydroxide, the unconfined compressive strength was increased continuously with increase of the amount of chemical up to 2 percent of chemical content is the lime-chemical-soil mixture added sodium metasilicate, sodium sulfate and magnesium oxide. 6. It was considered that the chemical played and accelerant role of early revelation of strength because the rate of increase of unconfined compressive strength of all of lime-chemical-soil mixtures was largest on the 7-day cured specimen. 7. The effect of test on freezing and thawing after adding suitable amount of chemical on the lime-soil mixture mixed with 8 percent of lime to soil that mixing percentage of sand to black clay was 60% : 40% was arranged in the order of magnesium oxide, sodium carbonate, sodium sulfate, sodium metasilicate and sodium hydroxide.

• 한국해양공학회지
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• 제15권1호
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• pp.92-97
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• 2001

Hardening agents have been the traditional material for surface soil stabilization of soft ground. This study aims at determining the optimal mixture ratio of the hardening agent in accordance with the required design specifications. Hardening agents which consists of fly ash, gypsum, slag and cement for the ettringite hydrates is effective for early stabilization of unconsolidated soil. The raw ground material is the clay that is widely found in Korea. In this study, preliminary tests were performed to get an optimal mixture ratio of the stabilizer ingredient and marine clay from Jinhae was used to get physical and chemical properties. Laboratory tests of 50 stabilized soils were performed to get an optimal mixture ratio for 16-stabilizer materials of 6 types, and a mixture ratio of the stabilizer ingredient and marine clay was determined.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.844-851
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• 2009

A soil mixture with low permeability and bentonite as an additive has been highly utilized as a cutoff material in landfills, banks, and dams. Even though it is anticipated that the water can seep through shear failures in the filter layer due to external loads and embankment loads during construction, usually only the coefficient of permeability of the soil mixture is considered rather than the changes of strength from the different amounts of additives. Therefore, the amount of bentonite was changed between 0%~4% in the soil mixture of the bed material to conduct a series of unconfined compressive strength, tensile strength, and shear strength tests on a specimen in order to study the characteristics of the strength. In the result, the unconfined compressive and tensile strength were increased along with the increased amount of bentonite in the low water content; however, the tensile strength in the consolidated-drained shear test generally showed similar values without significant changes.

• 한국환경과학회지
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• 제19권7호
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• pp.871-877
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• 2010

The objectives of this study were to compare growth of Pllioblastus pygmaed and soil characteristics as affected by difference of soil thickness and mixture ratio in shallow-extensive green roof module system, and to identify the level of soil thickness and mixture as suitable growing condition to achieve the desired plants in green roof. Different soil thickness levels were achieved under 15cm and 25cm of shallow-extensive green roof module system that was made by woody materials for $500{\times}500{\times}300mm$. Soil mixture ratio were three types for perlit: peatmoss: leafmold=6:2:2(v/v/v, $P_6P_2L_2$), perlit: peatmoss: leafmold=5:3:2(v/v/v, $P_5P_3L_2$) and perlit: peatmoss: leafmold=4:4:2(v/v/v, $P_4P_4L_2$). On June 2006, Pllioblastus pygmaed were planted directly in a green roof module system in rows. All treatment were arranged in a randomized complete block design with three replication. The results are summarized below. In term of soil characteristics, Soil acidity and electric conductivity was measured in pH 6.0~6.6 and 0.12dS/m~0.19dS/m, respectively. Organic matter and exchangeable cations desorption fell in the order: $P_4P_4L_2$ > $P_5P_3L_2$ > $P_6P_2L_2$. $P_6P_2L_2$ had higher levels of the total solid phase and liquid phase, and $P_4P_4L_2$ had gas phase for three phases of soil in the 15cm and 25cm soil thickness. Although Pllioblastus pygmaed was possibled soil thickness 15cm, there was a trend towards increased soil thickness with increased leaf length, number of leaves and chlorophyll contents in 25cm. The growth response of Pllioblastus pygmaed had fine and sustain condition in order to $P_6P_2L_2$ = $P_5P_3L_2$ > $P_4P_4L_2$. However, The results of this study suggested that plants grown under $P_4P_4L_2$ appear a higher density ground covering than plants grown under $P_6P_2L_2$. Collectively, our data emphasize that soil thickness for growth of Pllioblastus pygmaed were greater than soil mixture ratio in shallow-extensive green roof module system.

• 한국환경보건학회지
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• 제35권6호
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• pp.510-516
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• 2009

Polybrominated diphenyl ethers (PBDEs) and polychlorinated biphenyls (PCBs) were measured in soil samples of Ansung in Kyonggi-province to investigate concentration distribution of PBDEs and PCBs. The 10 soil samples were collected using a stainless steel hand-held corer that was cleaned before and after each sample using hexane. Total concentration of PBDE and PCBs were 2,205.3 and 348.1 pg/g dry weight (DW) in soil sample, respectively. BDE-209 showed as the most abundant congener in soil samples which was related to imported amount and usage amount of deca-BDE technical mixture in Korea. Also, BDE-99, BDE-47, BDE-100 deposition in soil sample was higher than other congeners and was related to the imported and usage amount reported for penta-BDE technical mixture in Korea. Correlation coefficient between PBDE contribution and technical mixture formulation (Bromokal 70-5DE) were significant (r=0.91, p<0.01) which suggests the influence of sources in this technical mixtures.

• 한국작물학회지
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• 제53권4호
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• pp.413-416
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• 2008

The cultivation of green manure crop is considered as a good management practice by increasing soil organic matter and fertility levels. This experiment was conducted to improve the soil environment under rice-based cropping system at paddy soil (fine loamy, mixed, nonacid, mesic, family of Aeric Fluventic Haplaquepts) in National Institute of Crop Science (NICS), Korea in 2006 to 2007. The variation of soil temperature in green manure plots was lower than without green manure (control) during spring season (April to May). The temperature variation of no tillage plot (broadcast before rice harvest) was the lowest among treatments. After green manure cropping, the soil bulk density and porosity ratio were improved at the top soil. The production of green manure was the highest athairy vetch and barley mixture plot by partial tillage. However, mixture treatment had no improvement on soil organic matter. After rice cropping with green manure application, soil quality was improved such as soil physical properties except mixture treatment. Therefore, we suggest that soil quality should be improved by green manure cultivation under rice-based cropping system.

• 한국토양비료학회지
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• 제38권6호
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• pp.340-344
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• 2005

수년간 고추를 연작한 비닐하우스에서는 연작 또는 염류집적에 따른 수량감소가 현저하게 나타난다. 고추의 수량감소를 줄이면서 설치한 비닐하우스의 사용연한을 연장시킬 수 있는 수단으로 기존 토양에 왕겨를 혼합한 소토양관비재배의 가능성을 검토하였다. 소토양관비재배 시험구에서는 관행재배 시험구에 비하여 토양 EC가 $4dS\;m^{-1}$ 이하로 낮아졌으며 두 재배방법 사이에 지상부 생육의 차이는 크지 않았으나 뿌리의 발달은 소토양관비재배 시험구에서 현저히 좋았다. 특히 소토양관비재배 시험구에서는 잔뿌리의 발달이 많았으며 관행재배 시험구에서는 뿌리 양이 적을 뿐만 아니라 굵은 뿌리가 많이 발생되었다. 풋고추 수량은 소토양관비재배 시험구에서 43% 정도 증가되었는데, 이는 소토양관비재배 시험구에서의 양호한 뿌리 발달이 양분흡수에 기여하였고 결과적으로 수량 증대로 이어진 것으로 판단된다. 본 논문은 초기 단계의 연구결과이며, 소토양관비재배방법이 연작 토양 시설물의 이용효율을 극대화할 수 있는 방법의 하나로 그 가능성을 제시하였을 뿐이다. 소토양관비재배방법의 실용화를 위해서는 보다 구체적인 연구가 더 진행되어야 할 것이다.