• Journal of the Korean Recycled Construction Resources Institute
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• v.1 no.1
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• pp.35-41
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• 2013

In this study, we investigated the strength development and durability of geopolymer mortar using blast furnace slag only, and admixed with blast-furnace slag and fly ash as cementious materials in oder to develop cementless geopolymer concrete. In order to compare with the geopolymer mortar, the normal mortar using ordinary portland cement was also test. In view of the results, we found out that strength development, the resistance to freezing-thawing of the geopolymer mortar have better than the mortar using ordinary portland cement. Especially, using the combined with blast furnace slag and fly ash develop high strength of above 60 MPa, and improve the resistance of freezing-thawing of approximately 20%, but promote the velocity of carbonation of 2.2~3.5 times.

• Journal of the Korean GEO-environmental Society
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• v.12 no.10
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• pp.5-12
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• 2011

Recently, NDS(Natural and Durable Stabilizer)method and other similar methods are composed of inorganic accelerating agent and the ultra-super fine cement have been studied as the ground improvement material in Korea. However, in the existing research, the chemical changing process of NDS in the strength development mechanism with the elapsed curing time and the principles of strength development did not give an explanation. For the popularization of the inorganic grout material, it determined that the mechanism verifying of the curing process had to be clearly preceded. Therefore, unconfined compression test, SEM and XRD analysis were performed by the elapsed curing time and were analyzed. In addition, the same trial for SGR method, that is the representative example of the water glass grout material, was selected as comparative target in order to distinguish properties of NDS more clearly. The result of experiment, the strength development mechanism of NDS could be investigated through the close correlation of the unconfined compression strength - SEM - XRD analysis, and excellence of a performance was confirmed.

• Journal of the Korea Institute of Building Construction
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• v.18 no.3
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• pp.259-266
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• 2018

In recent years, the early strength of concrete is important in order to shorten the time of form removal at the construction site. The purpose of this study is to analyze the moment of form removal as investigating the amount of cement contents and the physical properties and strength of the concrete according to types of admixture in the curing temperature of $10^{\circ}C$ for concrete of 21 to 27 MPa. As a result, it was found that compressive strength of concrete could not be secured 5 MPa by 36 hours even if the amount of cement contents were increased to $360kg/m^3$ with plain admixture. Also, it was confirmed that the strength improvement rate was excellent when using the accelerating agent with polycarboxylic acid type, and the moment of compressive strength of 5 MPa was estimated at 30 hours.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.5
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• pp.63-71
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• 2010

This paper is about a research of steam curing which is one of the curing methods for accelerating the early-age strength of pre-cast concrete. With cylinder mold and mock-up specimen, the research was executed to study the best cycle of steam curing temperature through quantifying cycle of steam curing and maximum temperature, while the required strength is developed under the early-age. Moreover, causes and measurements for the high temperature of concrete, which is due to the steam curing, and the crack, which occurs when removing steel form, are stated. Ultimately, the economical method of producing, which satisfies early-age strength development and quality assurance while manufacturing PC structure, is stated.

• Journal of the Korea Concrete Institute
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• v.29 no.2
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• pp.141-148
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• 2017

This study is experimentally investigated the effects of various steam curing parameters on the early-age compressive strength development of high strength concrete (over 40 MPa) in the precast plant production. High strength concrete are used only ordinary portland cement (type I) and water-cement ratio selected 3cases (25%, 35% and 45%). Also, steam curing parameters are as followings ; (1) Preset period 2cases (3 hours and 6 hours) (2) Maximum curing temperature 3cases ($45^{\circ}C$, $55^{\circ}C$ and $65^{\circ}C$) (3) Maintenance time of curing temperature 3cases (4 hours, 6 hours and 8 hours) (4) Maximum rate of heating and cooling $15^{\circ}C$/hr. Initial setting time and adiabatic temperature rising ratio of these concrete according to water-cement ratio are tested before main tests and examined the compressive strength development for the steam curing parameters. Also compressive strength are compared with optimum steam curing condition and standard curing at test ages. As test results, the optimum steam curing conditions for high strength concrete(over 40 MPa) are as followings. (1) Preset period ; over initial setting time of concrete (2) Maximum curing temperature ; bellow $55^{\circ}C$ (3) Maintenance time of curing temperature ; bellow 6hours. Also strength development of steam curing concrete show in the reversed strength at 28 days. It is to propose an efficient steam curing condition for high strength concrete in the precast method.

• Journal of Life Science
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• v.15 no.1 s.68
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• pp.87-93
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• 2005

This study investigated the response of GLUT -4 and GRP-78 expression in soleus muscle of streptozotocin-induced diabetic rats by imposing different exercise intensities. F344 rats were randomly divided into 4 groups (n=15 in each group): Control (Control), diabetes-operation (DO), diabetes with low intensity exercise (DLE) and diabetes with high intensity exercise (DHE). The rats in DLE and DHE groups were exercised for 8 weeks by treadmill running. Blood glucose levels in DO were significantly higher compared to that in NORMAL whereas DLE showed the most lowest level in blood glucose among diabetic groups. Diabetic groups exhibited significantly lower level in insulin change and DLE showed significantly higher insulin level among diabetic groups. GRP-78 in DO was significantly $(167.05\%)$ higher than that in Control. GRP-78 in DLE was $139.41\%$ which is significantly higher compared to Control but when compared to DO and DHE, it was significant low. GRP-78 in DHE was $194.64\%$ which doubled the protein level in Control and showed the most highest level in all groups. GLUT-4 in DO was significantly $(33.58\%)$ higher compared to Control. GLUT-4 in DLE showed $124.58\%$ which was significant high compared to Control, DO and DHE. GLUT-4 in DHE showed $26.91\%$ compared to Control and was the most lowest level among all groups. It seems clear that chiefly low intensity exercise benefits diabetic patients in controlling blood glucose. It was concluded that low intensity exercise induces translocation of GLUT-4 which results in increased blood inflow, thus GRP-78 expression is decreased.

• Clinical and Experimental Reproductive Medicine
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• v.30 no.4
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• pp.261-269
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• 2003

목 적:본 연구에서는 생쥐 난소 주기에 따른Dazla 유전자의 발현 조절 양상을 관찰하고자 하였다. 연구재료 및 방법: 생후 27일된 암컷 미성숙 생쥐 (total 33EA; each 3 EA)로 부터 Pregnant Mare Serum Globulin (PMSG) 투여전, PMSG 투여 3시간, 6시간, 12시간, 24시간, 48시간 후 난소 조직과 hCG 투여 3시간, 6시간, 12시간, 24시간, 48시간 후 난소 조직을 획득하였다. 암컷 성숙 생쥐 난소와 (n=3) 수컷 성숙 생쥐 (n=3)로부터 고환 조직을 획득하여 대조군으로 사용하였다. 각각의 획득된 조직에서 Dazla mRNA 의 발현 여부를 RT-PCR과 in situ hybridization (ISH) 방법으로 확인하였다. 호르몬 투여 시기에 따른 Dazla 유전자의 발현 강도를 ISH 방법으로 비교하여 정상 난소주기에서 PMSG와 PMSG+hCG 에 의한 Dazla 유전자의 발현 조절 양상을 관찰하였다. 결 과: 미성숙 생쥐, 성숙 생쥐 난소 내 난자 모두에서Dazla 유전자의 발현이 관찰되었다. 성숙 생쥐 고환 내 정자에서도 Dazla 유전자의 발현이 관찰되었다. 미성숙 및 성숙 생쥐의 난포에서는 난포의 성장에 따라 Dazla 유전자의 발현 강도가 강하게 관찰되었다. 미성숙 생쥐에 투여된 PMSG와 PMSG+hCG에 의한 유전자의 발현 강도는 난포의 크기가 같을 경우 호르몬 투여전과 비교하여 차이가 없었다. 결 론: Dazla 유전자는 난소내 난자에서 특이하게 발현되며, 난포의 크기에 따라 난자에서의 dazla유전자 발현의 강도도 증가한다. 그러나 PMSG와 PMSG+hCG에 의하여 유전자 발현이 조절되지 않은 것으로 보아 난소의 배란주기에 따른 유전자의 발현 양상에 변화가 없는 것으로 생각된다.

• Journal of the Korea Institute of Building Construction
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• v.13 no.3
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• pp.227-234
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• 2013

In this research, early strength development performance of early strength improvement type ordinary cement which is economically feasible early strength cement(Type III), improved early strength ordinary cement(Type I), was estimated to derive minimum curing temperature and proper water to cement ratio according to cement for early strength development through examination of fresh concrete properties and compressive strength according to water to cement ratio curing $10^{\circ}C$, $15^{\circ}C$ and $20^{\circ}C$ to suggest fundamental data for practical use of early strength concrete.

• Journal of the Mineralogical Society of Korea
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• v.18 no.4 s.46
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• pp.301-312
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• 2005

The present study investigated the physical changes and reaction products with setting time after mixing of various mineral admixtures such as lime, hydrated lime, gypsum, kaolin, zeolite and diatomaceous earth with four types of cement (portland cement, slag cement, quick lime, hydrated lime) and clay rich sediments in soft foundation. As results, slag cement showed the greater compressive strength than normal portland cement. The mixing experiments with various mineral admixtures and slag cement resulted that gypsum showed the greatest compressive strength. Additionally, we conducted mixing experiments with various mixing ratios of gypsum and slag cement. The experiments showed that the mixing ratio of $30\%$ gypum and $70\%$ slag cement has the greatest compressive strength. Ettringite was produced as a reaction Product. This fact indicates that gypsum effectively promotes hydration reaction and contributed to the greater compressive strength. These experimental results can be used as fundamental data for the stabilization of soft clay foundation.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.6
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• pp.82-89
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• 2014

The purpose of this study is to propose a simple model to evaluate the compressive strength development of concrete with various supplementary cementitious materials (SCMs) and cured under different temperatures. For the generalization of the model, the ACI 209 parabola equation was modified based on the maturity function and then experimental constants A and B and 28-day compressive strength were determined from the regression analysis using a total of 265 data-sets compiled from the available literature. To verify the proposed model, concrete specimens classified into 3 Groups were prepared according to the SCM level as a partial replacement of cement and curing temperature. The analysis of existing data clearly revealed that the 28-day compressive strength decreases when the curing temperature is higher and/or lower than the reference curing temperature ($20^{\circ}C$). Furthermore, test results showed that the compressive strength development of concrete cured under $20^{\circ}C$ until an early age of 3 days was marginally affected by the curing temperature afterward. The proposed model accurately predicts the compressive strength development of concrete tested, indicating that the mean and standard deviation of the ratios between predictions and experiments are 1.00 and 0.08, respectively.