• 한국의류학회지
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• 제2권1호
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• pp.167-176
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• 1978

The effect of additives in final rinse water during laundering on soiling, soil removal and some properties of fabrics has been studied with various fabrics. The additives examined were fabric softener (Sta-Puf), cationic surfactant (Apole PS), sizing materials such as CMC, PYA, cornstarch and mixture of CMC and cationic surfactant. The results obtained may be summerized as follows. L Addition of additives except PVA in final rinse water generally reduce the deposition of carbon-$CCl_4$ soil and it seems to be rather independant of the concentration of additives. The effect of additives on soil resistant is found to increase in the following order. cotton; Apole

• 한국농공학회지
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• 제21권1호
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• pp.63-77
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• 1979

Six kinds of weathered granite soils whose degree of weathering and mineral compo- sitions are different, were tested in order to improve the soil-cement. by performing compression test, durability (freezing-thawing) test and mesurement of shrinkage are made. From result of the tests as mentioned above, the following conclusions are drawn. The unconfined compressive strength of seondary additives containing soil-cement mixtures and their resistance against freezeing-thawing are more increased and shrinkage is more decreased than soil-cement mixtures only in case opitimun quantity of additives are added to soil-cement mixtures, and according as types of soils.

• 한국지하수토양환경학회지:지하수토양환경
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• 제18권1호
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• pp.67-77
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• 2013

To improve the energy efficiency of conventional thermal treatment, soil remediation with microwave has been studied. In this study, the remediation efficiency of contaminated soil with semi-volatile organic contaminants were evaluated with microwave oven and several additives such as water, formic acid, iron powder, sodium hydroxide (NaOH) solution, and activated carbon. For the experiment, loamy sand and sandy loam collected from Imjin river flood plain were intentionally contaminated with hexachlorobenzene and phenanthrene, respectively. The contaminated soils were treated with microwave facility and the mass removals of organic contaminants from soils were evaluated. Among additives that were added to increase the remediation efficiency, activated carbon and NaOH solution were more effective than water, iron powder, and formic acid. When 10 g of hexachlorobenzene (142.4 mg/kg-soil) or phenanthrene (2,138.8 mg/kg-soil) contaminated soil that mixed with 0.5 g iron powder, 0.5 g activated carbon and 1 ml 6.25 M NaOH solution were treated with microwave for 3 minutes, more than 95% of contaminants were removed. The degradation of hexachlorobenzene during microwave treatments with additives was confirmed by the detection of pentachlorobenzene and tetrachlorobenzene. Naphthalene and phenol were also detected as degradation products of phenanthrene during microwave treatment with additives. The results showed that adding a suitable amount of additives for microwave treatments fairly increased the efficiency of removing semi-volatile soil organic contaminants.

• 한국미생물·생명공학회지
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• 제39권3호
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• pp.301-307
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• 2011

유류로 오염된 토양을 토양미생물 복원제를 첨가한 후 다양한 조건에서20일 동안의 유류저감효과를 알아보았다. 실험조건은 유류로만 오염된 토양(DS), 토양미생물 복원제를 20%(w/w)가 되도록 첨가한 유류로 오염된 토양(DSP), 토양 미생물 복원제를 넣은 후 pH를 중성으로 보정한 유류로 오염된 토양(DSP-1), 토양미생물 복원제와 촉진제를 넣은 유류로 오염된 토양(DSP-2), 토양미생물 복원제와 촉진제를 넣은 후 pH를 중성으로 보정한 유류로 오염된 토양(DSP-3)을 설정하였다. 실험 결과 pH를 보정한 토양미생물 복원제를 첨가한 유류오염토양은 탈수소 효소 활성과 TPH 저감에서의 효능이 우수하였다. 실험이10일 경과되었을 때 탈수소 효소 활성이 가장 높은 DSP-1 토양이 TPH 역시 가장 활발히 분해했다. 결과적으로 초기 10일의 배양기간 동안 토양미생물 복원제를 첨가한 토양은 대조군에 비해 38% 가량의 TPH 저감상승효과를 볼 수 있다. 토양미생물 복원제의 첨가를 통해 초기 저감속도를 올려줄 수 있으며, 최종적으로도 비 첨가군에 비해 높은 저감효율을 기대할 수 있다. 토양미생물 복원제를 유류오염토양을 복원한다면 초기 오염물질을 빠르게 처리할 수 있지만 미생물 활성은 pH, 온도 등 환경 인자에 많은 영향을 받으므로 토양미생물 복원제의 효율을 최대화하기 위해서는 환경 인자를 분석하여 이를 바탕으로 복원을 진행한다면 오염물질 정화 효율을 향상시킬 수 있을 것이다.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2001년도 The 6th International Symposium of East Asian Resources Recycling Technology
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• pp.97-101
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• 2001

Recently, an excavated soil-recycling machine has been receiving considerable attentions. The mobile type excavated soil-recycling machine is able to improve the soils by adding the additives such as slaked lime and cement at the construction site. However, not only the mechanical factors such as paddle inclination angle and pitch of the paddle but also the physical properties of the excavated soils affect the mixing performance of the excavated soils and additives. In this sense, experimental investigations are uneconomical and ineffective. This paper concerns with the numerical simulator to analyze the mixing behavior of excavated soils and additives in the soil-recycling machine with dual shafts in order to assist the economical and effective design of the optimum soil-recycling machine. By using the simulator, several simulations were carried out, and the effects of some mechanical parameters such as the paddle inclination angle and pitch of the paddle on the mixing performance were made clear.

• 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.

• 한국농공학회지
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• 제43권3호
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• pp.77-84
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• 2001

A few study has been performed on the durability of subbase treated with geo-cement for the farm road although many papers for the road treated with soil-cement were published. The objectives of the study are to develop the stabilizing method of subbase using additives of cement groups and 2nd additives such as gypsum and MgO, etc. A series of test was performed to investigate possible mixing ratios with geo-cement A, B, C, D and 2nd additives on the various soft soils from the rice paddy. Based on test results, durability index was greatly affected by geo-cement D which was mainly composed with gypsum. Compressive strength of clayey soil such as Soil I was less than threshold strength(30kgf/$\textrm{cm}^2$) but the strength was increased as addition of gypsum and MgO. It is recommended that geo-cement for soil stabilization has to be carefully chosen because strength characteristics of subbase are varied not only with soils but also with addition of geo-cement and 2nd additives. The developed method in this study can be used subbase treatment of low-cost agricultural roads.

• Geomechanics and Engineering
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• 제15권2호
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• pp.729-738
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• 2018

Soft clay soils due to their various geotechnical problems, stabilized with different additives. Traditional additives such as cement and lime will not able to increase the soil strength properties significantly. So, it seems necessary to use new additives for increasing strength parameters of soft clay soils significantly. Among the new additives, epoxy resins have excellent physical and mechanical properties, low shrinkage, excellent resistance to chemicals and corrosive materials, etc. So, in this research, epoxy resin used for stabilization of soft clay soils. For comprehensive study, three clay soil samples with different PI and various clay mineral types were studied. A series of uniaxial tests, SEM and XRD analysis conducted on the samples. The results show that using epoxy resin increases the strength parameters such as UCS, elastic modulus and material toughness about 100 to 500 times which the increase was dependent on the type of clay minerals type in the soil. Also, In addition to water conservation, the best efficiency in the weakest and most sensitive soils is the prominent results of stabilization by epoxy resin which can be used in different climatic zones, especially in hot and dry and equatorial climate which will be faced with water scarcity.

• 한국농공학회지
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• 제28권4호
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• pp.66-76
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• 1986

This study was attempted to investigate the effects of delayed compaction on the unconfined compressive strengh and dry density of Soil-cement mixtures. Soil-cement construction is a time-consuming procedure. Time-delay is known as a detrimental factor to lower the quality of soil-cement layer. A laboratory test was performed using coarse and fine weathered granite soils. The soils were mixed with 7% cement at optimum moisture content and excess moisture content in part. Socondary additives such as lime, gypsum-plaster, flyash and sugar were tried to counteract the detri-mental effect of delayed compaction. The specimens were compacted by Harvard Miniature Compaction Apparatus at 0,1,2,4,6 hors after mixing. Two kinds of compactive efforts(9 kgf and 18 kgf tamper) were applied. The results were summarized as follows: 1.With the increase of time delay, the decrease rate of dry density of the specimen compacted by 9 kgf tamper was steeper than that of the specimen compacted by 18kgf tamper. In the same manner, soil-B had steeper decreasing rate of dry density than soil-A. 2.Based on the results of delayed compaction tests, the dry density and unconfined compressive sterngth were rapidly decreased in the early 2 hours delay, while those were slowly decreased during the time delay of 2 to 6 hours. 3.The dry density and unconfined compressive strength were increased by addition of 3% excess water to the optimum moisture content during the time delay of 2 to 6 hours. 4.Without time delay in compaction, the dry densities of soil-A were increased by adding secondary additives such as lime, gypsum-plaster, flyash and sugar, on the other hand, those of soil-B were decreased except for the case of sugar. 5.The use of secondary additives like lime, gypsum-plaster, flyash and sugar could reduce the decrease of unconfined compressive strength due to delayed compaction. Among them, lime was the most effective. 6.From the above mentioned results, several recommendations could be suggested in order to compensate for losses of unconfined compressive strenght and densit v due to delayed compaction. They are a) to use coarse-grained granite soil rather than fined-grained one, b) to add about 3% excess compaction moisture content, c) to increase compactive effort to a certain degree, and d) to use secondary additives like line gypsum-plaster, flyash, and sugar in proper quantity depending on the soil types.

• 한국산학기술학회논문지
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• 제19권12호
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• pp.258-264
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• 2018

본 연구에서는 급경사면서의 식생기반재 부착 및 녹화성능 확보를 위해 혼입한 기능성 첨가재의 성능 평가를 수행하였다. 기능성 첨가재의 혼입조건에 따른 평가 결과, 급경사면의 부착이 가능하면서 식물의 생육에 원활히 수분 공급을 위한 기능성 첨가재로서 증점제 및 고흡수성 폴리머의 적정 혼입율은 각각 5%, 1% 인 것으로 판단된다. 시멘트 계열의 경화재로 인하여 높아진 pH에 대한 대책으로서 킬레이트 수지 10% 이상 혼입시 pH가 약알칼리에서 중성으로 회복되었다. 토양 전도도 평가 결과, 모든 배합조건에서 254~340mS/m으로 측정되어 기준인 1,000mS/m이하인 기준을 만족하였다. 기능성 첨가재의 최적 배합조건으로 도로비탈면 녹화공사의 설계 및 시공 지침에서 제시하는 경도를 측정한 결과 1bar의 압력으로 시공할 때, 18~23mm의 기준을 만족하였다. 급경사면에 대한 부착강도 평가를 위해 경사면 각도조건에 따라 분사 후 리바운드량과 산중식 경도계를 이용한 경도를 측정한 결과, 75도 각도에서도 리바운드율 15%미만, 경도 18mm이상의 성능 확보가 가능하였다.