• Proceedings of the Korean Geotechical Society Conference
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• 2002.10a
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• pp.15-15
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• 2002

사면은 인공적 또는 자연적인 현상에 의하여 발생된 경사진 지반을 말하며, 그 안정성은 작용외력과 지반상태 및 지하수 등에 의하여 영향을 받는다. 사면의 파괴는 여러 가지 형태로 일어날 수 있으나 대체로 강성 활동 파괴체가 소성화된 국부적인 지반을 따라서 발생되고, 사면의 파괴형상은 경계조건과 지반상태가 단순할 경우에만 쉽게 예측할 수 있으며, 복잡한 지반상태에서는 많은 노력과 비용을 들여서 정밀하게 조사해야만 어느 정도 실제와 근사하게 예측할 수 있다. 자연 또는 인공사면에서 지질 및 지반상태, 지하수 상태, 사면의 형상, 사면의 규모, 외력의 작용상태 등의 조건을 분석하여 사면파괴를 일으킬 수 있는 원인들을 찾아내어 적합한 안정화대책을 마련하는 방안을 모색한다. 특히 사면을 성토사면, 절토사면, 암절사면, 대절토사면으로 구분하여 사면파괴 원인과 안정화대책에 대해서 심도 있게 검토한다. 사면의 설계 및 안정검토를 위하여 일반적으로 적용하고 있는 사면안정 검토 방법들에 대해서 이론전개 과정에서 발생되는 문제점들과 이들이 결과에 미치는 영향에 대해서 언급한다. 그리고 사면을 안정시키기 위하여 일상적으로 적용하는 대책공법들의 적용성을 사면파괴 원인과 연계해서 판정하는 방안을 검토한다.

• Journal of the Korean Geotechnical Society
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• v.17 no.4
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• pp.145-151
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• 2001

본 연구에서는 울산 삼산지역의 도시 개발로 인하여 다량 발생되고 있는 건설잔토의 유효이용을 목적으로 대상토에 생석회와 화학 첨가제를 혼합하여 안정처리를 할 경우 보조기층 및 노상용 재료로써의 사용 가능성을 평가하였다. 1가 이온($Na^{+}$, $K^{+}$)가 2가 이온(Ca$^{2+}$, $Mg^{2+}$), 염화물(Cl)과 황산염(So$_4$)으로 구성된 화학 첨가제의 첨가에 따른 일축압축강도를 비교한 결과, 1가 이온의 첨가시 장기강도 발현이 우수한 것으로 나타났고, 염화물(Cl)은 첨가시 강도 발현이 우수한 것으로 나타났다. 건설잔토에 생석회와 CaCl$_2$를 첨가하면, 생석회로 처리된 시료에 비해 2배~4배의 강도가 증가되어 생석회 안정화에 대한 효과가 좋은 것으로 나타났다. 원시료토에 생석회, 생석회와 화학 첨가제로 안정처리하여 도로의 보조기층재료나 노상용 재료로의 사용여부를 평가한 결과, 생석회와 CaCl$_2$로 안정처리한 경우만이 시방기준 CBR 10%이상, 소성지수 10%이하를 만족시켜 노상용 재료로서의 사용가능성을 확인할 수 있었다.

• Korean journal of food and cookery science
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• v.5 no.1
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• pp.9-13
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• 1989

The effect of acetic acid concentration on the qualities of mayonnaise was studied. The rheological properties, emulsifying stability and color of the mayonnaise were determined by rotary viscometer, rotary shaker and centrifuge, and color and color difference meter, respectively. The rheological behavior of mayonnaise showed plastic behavior with yield stress and that of shear thinning. The yield stress and consistency index increased as the acetic acid concentration increased. The emulsion stability was lowest at 4% acetic acid concentration and highest at 1% acetic acid concentration. With the increase of the acetic acid concentration, lightness increased and yellowness decreased.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2005.03a
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• pp.113-119
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• 2005

• Journal of the Korean Chemical Society
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• v.41 no.6
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• pp.324-328
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• 1997

• Journal of the Korean Applied Science and Technology
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• v.35 no.3
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• pp.757-767
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• 2018

In the propane dehydrogenation reaction proceeding at high temperature, the main cause of deactivation of the catalyst is coke deposition and sintering. In order to investigate the catalysts for reducing such inactivation, we have investigated the applicability of $MgAl_2O_4$ as a carrier for the catalytic dehydrogenation reaction. $MgAl_2O_4$ was prepared by Alcohthermal method at calcination temperature of 800, 900, $1000^{\circ}C$, and $Pt-Sn/MgAl_2O_4$ catalyst was prepared by supporting Pt and Sn by co-impregnation method. The reaction temperature was conducted at a high temperature of 650, $600^{\circ}C$ to confirm the thermal stability. As a result of the reaction experiment, it was confirmed that the conversion rate and yield of propane dehydrogenation reaction test were higher than that of the carrier-applied catalyst having a carrier calcination temperature of 900 and $1000^{\circ}C$, when the carrier-applied catalyst having a calcination temperature of $800^{\circ}C$ was used, It was found that the yield was higher than that of $Pt-Sn/{\theta}-Al_2O_3$ at $650^{\circ}C$. TGA, BET, XRD, CO-chemisorption, and SEM-EDS analyzes were performed for characterization. $MgAl_2O_4-800^{\circ}C$ was correlated with the relationship between good yield, Pt dispersion and low deactivation rate.

• Journal of the Korean GEO-environmental Society
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• v.12 no.11
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• pp.5-12
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• 2011

Numerous studies on the improvement of low strength for soft ground have been performed. EPS, light weight filling material, is used at the study site for stability on consolidation settlement. However, several problems such as settlement of pavement layer and damage of curb occurs. The elevation is lower 1 m than that of designed value by consolidation. It is caused by excessive load during construction. In this study, problems due to overloading on the soft ground where the EPS is used were analyzed and some cases for reasonable improvement method were described. From the results, instructions for design and construction are suggested.

• Journal of Korean Society of Steel Construction
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• v.17 no.1 s.74
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• pp.13-21
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• 2005

Advanced analysis and optimal design of steel arch bridges is presented. In the design method using an advanced analysis, separate member capacity checks after analysis are not required because the stability and strength of the structural system and its component members can be rigorously treated in the analysis. The geometric nonlinearity is considered by using the stability function. The Column Research Council tangent modulus is used to account for gradual yielding due to residual stresses. A parabolic function is used to represent the transition from elastic to zero stiffness associated with a developing hinge. An optimization technique used is a modified section increment method. The member with the largest unit value evaluated by AASHTO-LRFD interaction equation is replaced one by one with an adjacent larger member selected in the database. The objective function is taken as the weight of the steel arch bridge and the constraint functions account for load-carrying capacities and deflection requirements. Member sizes determined by the proposed method are compared with those given by other approaches.

• Membrane Journal
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• v.16 no.2
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• pp.106-114
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• 2006

This study is concerned with preparation of chlorine resistant (CR) thin layer composite (TFC) membranes. The novel method for making CR membranes from commercially available RO membranes is based on sol-gel condensation of trialkoxyalkylsilane derivatives. The silane coupling agents used in this study have different number of alkyl carbon chain group (methyltriethoxysilane; METES and octyltriethoxysilane; OCTES). The OCTES composite membranes have a significant tolerance to chlorine compared to commercial polyamide RO membrane or METES composite membranes. The surface properties of membranes were examined to explain a significant difference of chlorine tolerance between OCTES composite membrane and the other two membranes. In this study, we tried several surface analyses to explain difference of chlorine tolerance. The element composition results of surface analysis by EDX confirmed that both silane fixed on polyamide firmly, The surface roughness and contact angle results showed long chain alkyl group of OCTES enhancing hydrophobicity considerably than METES. The hydrophobicity plays an important role in chlorine resistance of membrane.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.5
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• pp.74-85
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• 2022

The purpose of this paper is to review the applicability of the current standards for the evaluation method of input variables and performance level in seismic performance evaluation by dynamic plastic analysis of the concrete gravity-type dam to which MCE is applied, and to suggest improvements. To this end, a domestic concrete gravity-type dam was selected as a target facility, dynamic plasticity analysis was performed under various conditions, and applicability to input variables such as concrete tensile strength and breaking energy, was reviewed. By analyzing the effect of cracks at the bottom of the gravity dam on the stability of the activity, an improvement plan for the performance level evaluation method required to secure the water storage function was derived. If the proposed improvement plan is applied, it will have the effect of deriving more reasonable evaluation results than the current seismic performance evaluation method to which MCE is applied.