• 한국도로학회논문집
• /
• 제18권6호
• /
• pp.123-130
• /
• 2016

OBJECTIVES : The objective of this research is to determine the moisture resistance of the freeze-thaw process occurring in low-noise porous pavement using either hydrated-lime or anti-freezing agent. Various additives were applied to low-noise porous asphalt, which is actively paved in South Korea, to overcome its disadvantages. Moreover, the optimum contents of hydrated-lime and anti-freezing agent and behavior properties of low-noise porous asphalt layer are determined using dynamic moduli via the freeze-thaw test. METHODS : The low-noise porous asphalt mixtures were made using gyratory compacters to investigate its properties with either hydrated-lime or anti-freezing agent. To determine the dynamic moduli of each mixture, impact resonance test was conducted. The applied standard for the freeze-thaw test of asphalt mixture is ASTM D 6857. The freeze-thaw and impact resonance tests were performed twice at each stage. The behavior properties were defined using finite element method, which was performed using the dynamic modulus data obtained from the freeze-thaw test and resonance frequencies obtained from non-destructive impact test. RESULTS : The results show that the coherence and strength of the low-noise porous asphalt mixture decreased continuously with the increase in the temperature of the mixture. The dynamic modulus of the normal low-noise porous asphalt mixture dramatically decreased after one cycle of freezing and thawing stages, which is more than that of other mixtures containing additives. The damage rate was higher when the freeze-thaw test was repeated. CONCLUSIONS : From the root mean squared error (RMSE) and mean percentage error (MPE) analyses, the addition rates of 1.5% hydrated-lime and 0.5% anti-freezing agent resulted in the strongest mixture having the highest moisture resistance compared to other specimens with each additive in 1 cycle freeze-thaw test. Moreover, the freeze-thaw resistance significantly improved when a hydrated-lime content of 0.5% was applied for the two cycles of the freeze-thaw test. Hence, the optimum contents of both hydrated-lime and anti-freezing agent are 0.5%.

• 한국대기환경학회:학술대회논문집
• /
• 한국대기환경학회 1999년도 추계학술대회 논문집
• /
• pp.215-216
• /
• 1999

연소시설, 소각시설 등에서 배출되는 아황산가스, 질소산화물, 염화수소, 불화수소 등의 산성가스를 경제적, 효율적으로 처리하는데 많은 관심의 대상이 되고 있는 건식 세정에는 석회석(CaCO$_3$, limestone), 생석회(CaO, lime), 소석회(Ca(OH)$_2$, hydrated lime) 등 calcium을 다량 함유하는 흡수제가 매우 효과적이라고 알려져 있다. 따라서 이러한 흡수제와 SO$_2$dml 화학반응에 관하여 많은 연구가 수행되어 왔으나, 대부분의 연구는 SO$_2$와 석회석이 고온에서 진행되는 화학반응에서 관한 것이다.(중략)

• 한국도로학회논문집
• /
• 제7권3호
• /
• pp.71-78
• /
• 2005

본 연구는 판유리 등의 생산 기초 원료인 소다회 $(Na_2CO_3)$ 생산 과정에서 발생되는 산업 부산물인 부산석회를 아스팔트 혼합물의 채움재로서 재활용 가능성을 검토하여 부산석회의 실질적인 활용 방안을 제시하고자 한다. 이를 위하여 부산석회를 기존의 석회석분 채움재에서 중량 대비 25%, 50%, 75%, 100%로 대체하여 제조한 아스팔트 혼합물에 대해 간접인장강도 시험, 회복탄성계수 시험, 수분 민감성 시험, 반복하중 간접인장 시험, 휠트래킹 시험을 실시하여 부산석회의 채움재 활용 가능성을 파악하였다. 또한 기존 석회석분 채움재를 사용한 아스팔트 혼합물과 소석회 (Hydrated Lime)를 사용한 아스팔트 혼합물의 공학적 특성을 비교 분석하여 부산석회를 재활용한 아스팔트 혼합물의 성능 증진 효과를 평가하고 본 기술의 실용화 가능성을 판단하였다.

• 한국농공학회:학술대회논문집
• /
• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
• /
• pp.599-605
• /
• 1999

An experimental investigation was carried out to study the feasibility of using the stabilized sludge, as a backfill and cutoff-water materials for embanckment structures. for stabilizing of sludge, hydrated lime and quick lime was used as additive , and a series of tests was performed on the sludge and the stabilized sludge to examine their physical properties, compaction, compressive strength, hydraulic conducivity and consolication characteristics. From the test results, the physical and mechanical properteis of the stabilized sludge weremore improved as compared with the sludge. Especially from the viewpoint of physical porperty , consolidation or settlement and cutoff-water , quick lime is more effective than the hydraged lime as tabilizatio addtivie. But , viewpoint of compaction and shear strength, hydrated lime is more effective than the quick lime as stabilization additive. As a result of this study, it was founded that the stabilized sludge can be developed the backfill and cutoff-water materials , improved the stabilizing method of sludge.

• 한국가금학회지
• /
• 제47권1호
• /
• pp.21-27
• /
• 2020

본 연구는 닭진드기에 대한 소석회와 에탄올의 살비 효과를 구명하기 위하여 세 가지 시험을 수행하였다. 첫 번째 시험 처리구는 소석회 무처리를 대조구로 하고, 소석회 10%와 20% 수용액을 각각의 처리구로 하였다. 두 번째 시험 처리구는 총 8처리구로 에탄올을 30%, 40%, 50%, 60%, 70%, 80%, 90%, 100%로 희석하여 각각의 처리구로 하였다. 세번째 시험 처리구는 소석회 2수준(10%, 20%)와 에탄올 3수준(30%, 40%, 50%)을 혼합하여 2 × 3의 총 6처리구로 하였다. 모든 처리구는 처리구당 3반복씩 시험을 수행하였다. 첫 번째 시험에서는 10%와 20% 소석회 수용액 처리 시 닭진드기의 살비율은 각각 74.0%와 92.3%로 나타났으며(P<0.05). 대조구의 살비율은 0%로 나타났다. 두 번째 시험에서는 30% 에탄올 희석액에서 1.67%로 가장 낮았고, 40% 희석액에서 8.33%, 50% 희석액에서 7.47%로 차이가 없었으며, 60%와 70% 희석액은 각각 42.4%와 84.7%로 나타났고, 80% 이상의 희석액에서는 100%의 살비율이 관찰되었다(P<0.05). 세 번째 시험에서는 소석회+에탄올 혼합물에 의한 닭진드기의 살비 효과는 모든 처리구에서 100%로 관찰 되었다. 결론적으로, 경제성 및 안전성을 고려하여 10% 소석회 수용액과 30% 에탄올의 혼합물이 닭진드기 방제 후보 물질로서 적합하다고 판단된다.

• International Journal of Concrete Structures and Materials
• /
• 제10권1호
• /
• pp.113-124
• /
• 2016

This paper presents the effect of silica fume and nano silica, used individually and in combination with the set accelerator and/or hydrated lime, on the properties of class F high volume ultra fine fly ash (HV-UFFA) cement composites, replacing 80 % of cement (OPC). Compressive strength test along with thermogravimetric analysis, X-ray diffraction and scanning electron microscopy were undertaken to study the effect of various elements on the physico-chemical behaviour of the blended composites. The results show that silica fume when used in combination with the set accelerator and hydrated lime in HV-UFFA cement mortar, improves its 7 and 28 day strength by 273 and 413 %, respectively, compared to the binary blended cement fly ash mortar. On the contrary, when nano silica is used in combination with set accelerator and hydrated lime in HV-UFFA cement mortar, the disjoining pressure in conjunction with the self-desiccation effect induces high early age micro cracking, resulting in hindering the development of compressive strength. However, when nano silica is used without the additives, it improves the 7 and 28 day strengths of HV-UFFA cement mortar by 918 and 567 %, respectively and the compressive strengths are comparable to that of OPC.

• Advances in concrete construction
• /
• 제9권2호
• /
• pp.183-193
• /
• 2020

The present investigation is to identify an optimum mix combination amongst 28 different types of artificial lightweight aggregates by pelletization method with aggregate properties. Artificial aggregates with different combinations were manufactured from fly ash, cement, hydrated lime, ground granulated blast furnace slag (GGBFS), silica fume, metakaolin, sodium bentonite and calcium bentonite, at a standard 17 minutes pelletization time, with 28% of water content on a weight basis. Further, the artificial aggregates were air-dried for 24 hours, followed by hardening through the cold-bonding (water curing) process for 28 days and then testing with different physical and mechanical properties. The results found the lowest impact strength value of 16.5% with a cement-hydrated lime (FCH) mix combination. Moreover, the lowest water absorption of 16.5% and highest individual pellet crushing strength of 36.7 MPa for 12 mm aggregate with a hydrated lime-GGBFS (FHG) mix combination. The results, attained from different binder materials, could be helpful for manufacturing high strength artificial aggregates.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.232-235
• /
• 2004

This study aims to manufacture non-sintering cement(NSC) by adding phosphogypsum(PG) and waste lime(WL) to granulated blast furnace slag(GBFS) as sulfate and alkali activators. This study also investigates the basic physical properties and hydration reaction of NSC, and evaluates its reusing possibility as construction material. Results obtained from this study have shown that GBFS was affected by $So_4^{2-}$ in waste PG and stimuli under wet condition, left slag components, created Ettringite and CSH gels, and eventually started being hydrated. These hydrated creations formed dense structures like CSH based on Ettringite and contributed in allowing the mortar to reveal high strength.

• 한국농공학회지
• /
• 제14권4호
• /
• pp.2761-2769
• /
• 1972

The following results were obtained by the compression test of 3, 7, 14 and 28 days cured lime soil mixtures. The soil used in this test was clayey soil(sand : 20% silt : 45%, clay : 35%) and the rates of hydrated lime mixture for the dry weight of soil were 4, 8, 12, 19 and 20 percents. 1. The optimum moisture content increases and the maximum dry density decreases with the increase of the lime content. 2. The compacted moisture for the maximum strength in lime soil mixture increases with the increase of the lime content and the increase of curing periods. 3. The compressive strength increase of curing periods and its increasing ratio is largest at the 8 percent lime content. 4. The line content for the maximum strength decreases with increase of curing period and the largest strength shows at the 8 percent lime content when the curing period is over two weeks. 5. It seems to depend on the temperature effect that the compressive strength of lime soil mixtures cured in soil shows the lowest value. Accordingly, the effect of curing moisture does not influence to the strength of lime soil mixtures as much as the variation of curing temperature.

• 한국결정성장학회:학술대회논문집
• /
• 한국결정성장학회 1997년도 Proceedings of the 12th KACG Technical Meeting and the 4th Korea-Japan EMGS (Electronic Materials Growth Symposium)
• /
• pp.53-60
• /
• 1997

The roasting of pyrite with a cyclone reactor have been studied in terms of investigating the reaction behavior of pyrite. The development of a fundamental model for pyrite oxidation and lime sulfation in a vertical cyclone reactor. The model assumes a chemical control shrinking core behavior for the pyrite and a fluid film control shrinking core behavior for the lime. The oxygen and sulphur dioxide concentrations and the energy balance for the gas, pyrite and lime particles are solved. The model was solved and characterized numerically. Experiments have been performed to study the influence of reaction parameters such as reactor temperatures, pyrite particle sizes, air flow rates, feeding rates, and mixing ratio of pyrite and lime. The oxidation and sulfation products were characterized chemically and physically.