• Journal of Acupuncture Research
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• 제24권5호
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• pp.113-125
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• 2007

Objectives : This research was performed to investigate the effect of herbal acupuncture(Raphanus sativus) at Bisu($BL_{20}$) on weight gain, food intake, food efficiency, serum of lipid concentrations, liver function and HDL to total cholesterol ratio of rats fed high fat diet for 5weeks. Methods : Experimental groups were divided into high fat diet group(Control), high fat diet and saline in $BL_{20}$ treated group(Saline), high fat diet and Raphanus sativus-herbal acupuncture in $BL_{20}$ treated group(RHA-1, 0.058mg/ml/g), high fat diet and Raphanus sativus-herbal acupuncture in $BL_{20}$ treated group(RHA-2, 0.029mg/ml/g), high fat diet and Raphanus sativus-herbal acupuncture in $BL_{20}$ treated group(RHA-3, 0.011mg/ml/g), Herbal acupuncture was bilaterally treated at 0.2cc per 4days, total 14 times in 56days. Results : Body weight and food efficiency were decreased in saline, RHA-1, RHA-2. Feed intake was increased in saline, RHA-1, RHA- 2, RHA- 3. The level of serum total cholesterol was decreased in saline, RHA-1. The level of serum HDL-cholesterol, LDL-cholesterol were not significant. The level of serum triglyceride, Total Bilirubin were decreased in saline, RHA-1, RHA-2, RHA-3.The level of serum AST was decreased in RHA-1. But the level of serum ALT was increased in RHA-1. The level of atherogenic index was decreased in saline, RHA-1. The level of HTR was increased in saline, RHA-1. Conclusions : Raphanus sativus-herbal acupuncture in Bisu($BL_{20}$) can control body weight, feed intake and feed efficency ratio, total cholesterol, total bilirubin, and prevention cardiovascular risk.

• Advances in concrete construction
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• 제3권3호
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• pp.203-221
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• 2015

This paper presents the results of a study undertaken to investigate the enhancement of concrete strength using Silpozz and Rice Husk Ash (RHA). The total percentage of supplementary cementitious material (SCM) substituted in this study was 20%. Six different concrete mixes were prepared such as without replacement of cement with silpozz and RHA (0% silpozz and 0% RHA) is treated as conventional concrete, whereas in other five concrete mixes cement was replaced by 20% of silpozz and RHA as (0% silpozz and 20% RHA), (5% silpozz and 15% RHA), (10% silpozz and 10% RHA), (15% silpozz and 5% RHA) and (20% silpozz and 0% RHA) with decreasing water-binder (w/b) ratio i.e. 0.375, 0.325 and 0.275 and increasing super plasticiser dose. New generation polycarboxylate base water reducing admixture i.e., Cera Hyperplast XR-W40 was used in this study. The results of this research indicate that as w/b decreases, super plasticiser dose need to be increased so as to increase the workability of concrete. The effects of replacing cement by silpozz and RHA on the compressive strength, split tensile strength and flexural strength were evaluated. The concrete mixture with different combination of silpozz and RHA gives higher strength as compared to control specimen for all w/b ratios and also observed that the early age strength of concrete is more as compared to the later age strength. It is also observed that the strength enhancement of concrete mixture prepared with the combination of cement, silpozz and RHA is higher as compared to the concrete mixture prepared with cement and silpozz or cement and RHA.

• Clinical and Experimental Pediatrics
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• 제58권1호
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• pp.1-7
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• 2015

Gonadotropin-releasing hormone analogs (GnRHa) are widely used to treat central precocious puberty (CPP). The efficacy and safety of GnRHa treatment are known, but concerns regarding long-term complications are increasing. Follow-up observation results after GnRHa treatment cessation in female CPP patients up to adulthood showed that treatment (especially <6 years) was beneficial for final adult height relative to that of pretreated or untreated patients. Puberty was recovered within 1 year after GnRHa treatment discontinuation, and there were no abnormalities in reproductive function. CPP patients had a relatively high body mass index (BMI) at the time of CPP diagnosis, but BMI standard deviation score maintenance during GnRHa treatment seemed to prevent the aggravation of obesity in many cases. Bone mineral density decreases during GnRHa treatment but recovers to normal afterwards, and peak bone mass formation through bone mineral accretion during puberty is not affected. Recent studies reported a high prevalence of polycystic ovarian syndrome in CPP patients after GnRHa treatment, but it remains unclear whether the cause is the reproductive mechanism of CPP or GnRHa treatment itself. Studies of the psychosocial effects on CPP patients after GnRHa treatment are very limited. Some studies have reported decreases in psychosocial problems after GnRHa treatment. Overall, GnRHa seems effective and safe for CPP patients, based on long-term follow-up studies. There have been only a few long-term studies on GnRHa treatment in CPP patients in Korea; therefore, additional long-term follow-up investigations are needed to establish the efficacy and safety of GnRHa in the Korean population.

• Computers and Concrete
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• 제33권6호
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• pp.707-724
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• 2024

This paper proposes a study of cement replacement with rice husk ash (RHA) and eggshell ash (ESA) for enhanced mechanical properties of geopolymer (GP) concrete with and without admixture. The main objective is to investigate the mechanical properties of GP with various replacement levels of Pozzolana Portland cement by RHA and ESA. The GP resistance to durability is examined and impact of ash materials on concrete's durability performance is determined. The environmental benefits of using agricultural waste materials in GP manufacturing minimize cement usage and CO2 emissions. The goal is to assess value of RHA-ESA of building material, paving stones for structures to lessen environmental impact. The novelty lies in use of ESA and RHA as partial replacements for cement and investigation of admixtures to enhance concrete properties, and reduce environmental impact. The research contributes by introducing a novel approach to reducing cement consumption by using ESA and RHA to address environmental concerns. It also explores the potential benefits of admixtures improving concrete performance and reducing environmental pollution. A study is carried with and without impacts of admixture to find compressive strength of GP cubes. The cement has been replaced by RHA and ESA in the range of (2.5%+7.5%, 5%+5%, 7.5%+2.5) by weight of cement for M20 mix. The compressive strength (CS) and split tensile strength (STS) at 7days, 14 days and 28 days is obtained as 21 N/mm2 at 7.5%RHA+2.5%ESA and 2.3 at 7.5%RHA+2.5%ESA, 24 N/mm2 at 7.5%RHA+2.5%ESA and 2.3 at 7.5%RHA+2.5%ESA, 28 N/mm2 at 7.5%RHA+2.5%ESA and 2.8 at 7.5%ESA respectively with normal curing condition.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.379-382
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• 2005

Ocher block has started to be studied recently as a new environment friendly alternative building material. This article investigates the use of Rice Husk Ask (RHA) as an additive to improve properties of the ocher block. Ocher mixtures incorporating various proportions of RHA were compared. Compressive strength at various ages of these ocher blocks was evaluated ad the resistance to wet environment was also examined. These test result help to determine the effect of RHA on such properties of the ocher block as compaction, mix proportion, compressive strength and water absorption indexes. Based on these results, the new alternative building material and low cost construction techniques might be developed through more intensive research efforts.

• Clinical and Experimental Pediatrics
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• 제49권3호
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• pp.305-311
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• 2006

목 적 : 성조숙증은 사춘기가 일찍 발생함으로써 최종성인키의 저하가 초래되는 질환으로 사춘기 발현을 억제하여 최종성인키를 향상시키기 위하여 사용되는 성선자극호르몬방출호르몬유도체(gonadotropin releasing hormone agonist, GnRHa)와 일부환자에서 병합치료로 이용되는 성장호르몬(GH)의 치료 효과를 알아보고자 하였다. 방 법 : 1989-2003년까지 서울대학교병원 소아과에서 특발성진성 성조숙증으로 진단 받고 2년 이상 GnRHa를 투여한 21명과 성장호르몬의 병합치료를 시행한 9명에 대하여 2년간의 성장 속도, 예측성인키(predicted adult height, PAH)를 조사하였으며, GnRHa만 투여받은 15명과 성장호르몬을 병합투여받은 6명에서 최종성인키 차이를 후향적으로 비교 분석하였다. 모든 분석은 GnRHa 치료 전 예측성인키가 중간부모키-5 cm(성인여성의 키 1 표준편차)보다 작은 군(PAH_L)과 큰 군(PAH_H), 성장호르몬 병합치료군(GnRHa+GH)으로 구분하여 시행하였다. 결 과 : GnRHa 치료에 따른 PAH의 증가는 PAH_L군에서 첫 1년 동안에 관찰되어, PAH(키 SDS)는 치료 시작 시 $149.7{\pm}6.4cm(-2.1{\pm}1.3)$에서 1년 후에는 $153.5{\pm}6.5cm(-1.4{\pm}1.3)$로 유의하게 증가하고(P=0.004), 2년째에는 $155.8{\pm}8.0cm(-0.9{\pm}1.6)$이었다. 이 시기 동안에 성장속도는 $6.2{\pm}0.7cm$/년이였으며, 골연령 증가(골연령-역연령) 정도는 변화가 없었다. PAH_H군에서는 치료 전 PAH(키 SDS) $160.0{\pm}4.4cm(-0.1{\pm}0.9)$에서 변화가 없어 2년째 $159.5{\pm}6.0cm(-0.2{\pm}1.2)$였다. GnRHa+GH군은 첫 GnRHa 치료시의 PAH는 $149.4{\pm}7.8cm$로 PAH_L군과 비슷하며, 평균 2.3년 동안 GnRHa로 치료받은 후 PAH(키 SDS)는 $154.0{\pm}5. cm(-1.7{\pm}0.9)$로 증가하였으나(P=0.065), GnRHa 투여군들과는 차이가 없었다. 성장호르몬을 병합 투여한 후에 첫 1년 동안 성장속도가 $8.0{\pm}2.8cm/yr$로 치료 전 성장속도 $4.7{\pm}1.2cm/yr$에 비하여 유의하게 증가하여(P=0.013), 결국 1년째 PAH(키 SDS)가 $159.6{\pm}4.4cm(-0.4{\pm}0.6)$로 병합치료 전에 비하여 유의하게 증가하였으며, 2년째는 증가보다는 유지되는 정도였다. PAH_L군(N=8)의 최종성인키(키 SDS)는 $159.8{\pm}5.2cm(-0.1{\pm}1)$로 치료 전에 비하여 $8.5{\pm}2.2cm$ 커졌으며(P<0.001), PAH_H군(N=7)의 최종성인키(키 SDS)는 $156.5{\pm}5.1cm(-0.8{\pm}1)$로 치료 전 예측성인키(SDS) $158.6{\pm}3.8cm(-0.4{\pm}0.8)$, 중간부모키 $157.9{\pm}5.1cm(-0.4{\pm}0.9)$와 차이가 없었다. GnRHa+GH군(N=6)의 최종성인키(키 SDS)는 $158.7{\pm}3.7cm(-0.3{\pm}0.7)$로 GnRHa 치료 전 및 성장호르몬 병합치료 전 예측성인키(키 SDS)에 비하여 각각 평균 11.8 cm, 6.2 cm 증가하였으며(P<0.05), 중간부모키와 비슷하였다. 결 론 : GnRHa 투여의 효과는 첫 1년째에 중간부모키에 비하여 치료 전 예측성인키가 작은 환자에서 뚜렷하게 나타나며, GnRHa 투여 중 성장속도가 저하되면서 예측성인키와 중간부모 키가 작은 환자에서 성장호르몬을 병합 투여하면 중간부모키와 비슷한 최종성인키를 얻을 수 있을 것으로 사료된다.

• 콘크리트학회논문집
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• 제27권4호
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• pp.343-351
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• 2015

최근들어 $CO_2$ 증가에 따른 사회적, 공학적 문제가 증가하면서 시멘트 사용량을 줄이려는 연구가 진행되고 있다. 플라이 애쉬, 고로 슬래그, 실리카퓸 등의 혼화재료가 시멘트 대체재로 많이 사용되고 있는데, 최근 들어 Rice Husk Ash (RHA)를 혼화재료로 사용하여 콘크리트의 성능을 개선시키려는 연구가 활발하게 진행 중이다. 본 연구에서는 RHA와 가장 뛰어난 혼화재료로 알려진 실리카퓸을 혼입한 콘크리트를 제조하여 초기재령 콘크리트에 대한 염해저항성을 평가하였다. 이를 위해 10~30%의 RHA 치환률과 2~8%의 실리카퓸 치환률을 가진 콘크리트를 제조하여, 역학적 실험과 밀도, 공극률, 염화물 확산계수, 부식전류 측정등의 내구성 실험을 수행하였다. RHA 10~15% 수준의 치환은 SF 2~4% 수준보다 초기재령 콘크리트에서의 높은 강도 및 염해저항성을 확보하였으며, 미래에 유용하게 사용될 수 있는 혼화재료의 가능성을 나타내었다.

• Journal of Microbiology and Biotechnology
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• 제31권3호
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• pp.419-428
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• 2021

To efficiently recycle GH78 thermostable rhamnosidase (TpeRha) and easily separate it from the reaction mixture and furtherly improve the enzyme properties, the magnetic particle Fe3O4-SiO2-NH2-Cellu-ZIF8 (FSNcZ8) was prepared by modifying Fe3O4-NH2 with tetraethyl silicate (TEOS), microcrystalline cellulose and zinc nitrate hexahydrate. FSNcZ8 displayed better magnetic stability and higher-temperature stability than unmodified Fe3O4-NH2 (FN), and it was used to adsorb and immobilize TpeRha from Thermotoga petrophilea 13995. As for properties, FSNcZ8-TpeRha showed optimal reaction temperature and pH of 90℃ and 5.0, while its highest activity approached 714 U/g. In addition, FSNcZ8-TpeRha had better higher-temperature stability than FN. After incubation at 80℃ for 3 h, the residual enzyme activities of FSNcZ8-TpeRha, FN-TpeRha and free enzyme were 93.5%, 63.32%, and 62.77%, respectively. The organic solvent tolerance and the monosaccharides tolerance of FSNcZ8-TpeRha, compared with free TpeRha, were greatly improved. Using naringin (1 mmol/l) as the substrate, the optimal conversion conditions were as follows: FSNcZ8-TpeRha concentration was 6 U/ml; induction temperature was 80℃; the pH was 5.5; induction time was 30 min, and the yield of products was the same as free enzyme. After repeating the reaction 10 times, the conversion of naringin remained above 80%, showing great improvement of the catalytic efficiency and repeated utilization of the immobilized α-L-rhamnosidase.

• Advances in concrete construction
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• 제9권2호
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• pp.139-147
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• 2020

This paper reports the effect of Rice Husk Ash (RHA) in geopolymer concrete on strength, durability and microstructural properties under ambient curing at a room temperature of 25℃ and 65±5% relative humidity. Rice husk was incinerated at 800℃ in a hot air oven. and ground in a ball mill to achieve the required fineness. RHA was partially added in 10, 15, 20, 25, 30 and 35 percentages to fly ash with 10% of GGBS to produce geopolymer concrete. Test results exhibit that the substitution of RHA in geopolymer concrete resulted in reduced strength properties during initial curing. In the initial stage, workability of GPC mixes was affected by RHA particles due to the presence of dormant particles in it. It is evident from the microstructural study that the presence of RHA particles densifies the matrix reducing porosity in concrete. This is due to the presence of RHA in geopolymer concrete, which affects the ratio of silica and alumina, resulting in polycondensation reactions products. This study suggests that incorporation of rice husk ash in geopolymer concrete is the solution for effective utilization of waste materials and prevention of environmental pollution due to the dumping of industrial waste and to produce eco-friendly concrete.

• International Journal of Concrete Structures and Materials
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• 제8권4호
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• pp.301-307
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• 2014

Rice husk ash (RHA) is classified as a highly reactive pozzolan. It has a very high silica content similar to that of silica fume (SF). Using less-expensive and locally available RHA as a mineral admixture in concrete brings ample benefits to the costs, the technical properties of concrete as well as to the environment. An experimental study of the effect of RHA blending on workability, strength and durability of high performance fine-grained concrete (HPFGC) is presented. The results show that the addition of RHA to HPFGC improved significantly compressive strength, splitting tensile strength and chloride penetration resistance. Interestingly, the ratio of compressive strength to splitting tensile strength of HPFGC was lower than that of ordinary concrete, especially for the concrete made with 20 % RHA. Compressive strength and splitting tensile strength of HPFGC containing RHA was similar and slightly higher, respectively, than for HPFGC containing SF. Chloride penetration resistance of HPFGC containing 10-15 % RHA was comparable with that of HPFGC containing 10 % SF.