• Journal of Energy Engineering
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• v.18 no.2
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• pp.136-140
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• 2009

Vehicle idle has become an increasing quality concern for automobile manufacturers because of its impact on customer satisfaction. As demand for better fuel economy increases, automobile manufacturers are continuously looking for any benefits from different driving conditions. Combustion variability in spark ignition engines was recognized that the stability of engine at idle is affected by the factors of fuel injection timing, ignition timing and air-fuel ratio. Therefore in this research, the results will be shown the effects of stability and the variations at idle according to fuel injection timing, ignition timing and air-fuel ratio as the basic parameters.

• The Journal of the Convergence on Culture Technology
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• v.5 no.2
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• pp.355-360
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• 2019

In this study, the structural stability of the railway level crossing system using rubber panel for high speed lines was investigated by applying the specification for wind load conditions (Train gust) of high speed train (300km/h and 360km/h). A finite element analysis using three-dimensional modeling was carried out by applying the field conditions that was installed with the complicated configuration of the rubber plate panel system. As a result of this study, the structural stability of the rubber plate panel system for high speed train gust was analytically verified.

• Journal of the Korean Geosynthetics Society
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• v.13 no.4
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• pp.143-151
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• 2014

This paper describes external and internal stability of reinforced earth wall using large-scale modular block and geogrid reinforcement. The evaluation for external and internal stability was conducted to analyze effect of wall height, reinforced soil (or backfill soils) and reinforcement strength. The external stability showed that the analysis cases were satisfied with design criteria, when the required minimum length and vertical spacing of reinforcement were 0.7H and 1m, respectively. The internal stability conformed that some cases were satisfied with design criteria in $25^{\circ}$ of internal friction angle of reinforced soil. Expecially, it will be applicable as wall structure considering a structural stability and economic efficiency based on evaluation of internal stability.

• The Korean Journal of Pesticide Science
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• v.18 no.3
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• pp.156-160
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• 2014

The stabilities of four limonoidal substances including azadirachtin A, azadirachtin B, deacetylsalannin and salannin were investigated both in controlled aquatic and soil conditions. The half-life of the total limonoid for neem extracts and its two commercial biopesticides was estimated 86.6-173 days in water under air, while degradation of the compounds was detected below 10% after eight weeks in deoxygenated water. The half-life in dry soil was estimated 43.3-57.7 days, and there was a similar degradation pattern with in aerobic water condition. In case of wet soil condition, the total bacteria of the soils ranged 6-8 log CFU/g soil for during the experiment, and the half-life of the total limonoid was 6.4-12.3 days. From the result, the fast limonoid degradation in wet soil environment was the result of both chemical oxidation and microbial degradation.

• Tunnel and Underground Space
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• v.33 no.6
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• pp.445-471
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• 2023

Long-term safety over millennia is the top priority consideration in the construction of disposal sites. However, ensuring the mechanical stability of deep geological repositories for spent fuel, a.k.a. radwaste, disposal during construction and operation is also crucial for safe operation of the repository. Imposing restrictions or limitations on tunnel support and lining materials such as shotcrete, concrete, grouting, which might compromise the sealing performance of backfill and buffer materials which are essential elements for the long-term safety of disposal sites, presents a highly challenging task for rock engineers and tunnelling experts. In this study, as part of an extensive exploration to aid in the proper selection of disposal sites, the anticipation of constructing a deep geological repository at a depth of 500 meters in an unknown state has been carried out. Through a review of 2D and 3D numerical analyses, the study aimed to explore the range of properties that ensure stability. Preliminary findings identified the potential range of rock properties that secure the stability of central and disposal tunnels, while the stability of the vertical tunnel network was confirmed through 3D analysis, outlining fundamental rock conditions necessary for the construction of disposal sites.

• Polymer(Korea)
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• v.34 no.2
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• pp.133-136
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• 2010

Effect of solution film processing conditions on the dimensional stability of TAC film which is used as protection film of liquid crystal display (LCD) has been studied under hot and humid environmental condition (65 $^{\circ}C$, 90%). In addition, the mechanical and optical property changes due to the dimensional instability were also investigated. It was found that the fast solvent evaporation due to the increasing of methylene chloride content in solvent mixtures and decreasing dope concentration caused the lowering of dimensional stability under hot and humid condition. This dimensional stability change also affected the mechanical and optical properties of TAC films as well.

• Journal of the Korean GEO-environmental Society
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• v.3 no.1
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• pp.5-12
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• 2002

The effects of ground water level, shear strength parameters of refuse, and geological condition of ground on the slope stability of uncontrolled waste landfill were studied. The Janbu method of slices based on the limit equilibrium method was used to calculate the minimum factor of safety with respect to slope stability of landfill. The analytical results showed that the factor of safety for a fully dried condition of landfill increased 2.4~2.8 times as great as that for a fully saturated condition of landfill. Under the condition of actual ground water level, the factor of safety linearly increased with increasing both cohesion and internal friction angle of refuse. Also, when the potential failure surface passed through the underlying layer, the factor of safety and shape of potential failure surface were found to depend on geological conditions of underlying layer.

• Journal of the Korean Society of Propulsion Engineers
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• v.14 no.5
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• pp.92-100
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• 2010

Combustion stability rating tests of 75-tonf-class thrust chamber for technology demonstration were carried out at a low pressure. Two kinds of mixing heads were used in this study. One of them has injectors of 631 and the other has injectors of 721. Mixing head with injectors of 631 showed a self-oscillation instability at the chamber pressure of 30 bar. Mixing head with injectors of 721 showed that a high frequency combustion stability was maintained under the same pressure and the same mass flow rate. But mixing head with injectors of 721 generated a self-oscillation instability at the chamber pressure of 20 bar and it was found that stability boundary region was changed due to the configuration of a mixing head from these results.

• Journal of the Korean Geotechnical Society
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• v.24 no.12
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• pp.23-32
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• 2008

This paper presents the results of numerical investigation on the stability of reinforced earth wall during rainfall. A series of limit-equilibrium based slope stability analyses within the framework of unsaturated shear strength, coupled with transient seepage analyses, were conducted with due consideration of rainfall characteristics in Korea. It is shown that the factor of safety of the reinforced wall during rainfall decreases with time due to decreases in the suction in the reinforced as well as retained zones. Also revealed is that the decrease in the factor of safety depends not only on the backfill soil type but also on the rainfall characteristics. Practical implications of the findings were discussed.

• Journal of Korea Foundry Society
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• v.44 no.3
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• pp.70-76
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• 2024

Sodium silicate binder is eco-friendly inorganic binder to substitute organic binder in foundry industry, but it has low stability at moisture. In this study, the bending strength of sand cores with sodium silicate binder at various curing condition was measured for confirm the effect of moisture content in cured sodium silicate binder on the strength and stability. The sodium silicate binder generates stable binder bridge with silicate structure of Q³ and Q² at 130℃. The maximum bending strength of sand cores was not affected by curing conditions, because the silicate structure of binder bridges was similar. However, the lower moisture content of cured sodium silicate binder, stability of strength was enhanced. Therefore, it was confirmed that the moisture content of cured sodium silicate binder is important factor at stability of sodium silicate binder.