• Magazine of the Korea Concrete Institute
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• v.10 no.2
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• pp.99-107
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• 1998

콘크리트는 일반적으로 수회시멘트풀과 골재로 이루어진 이상의 복합체이지만 미시적으로는 수화시멘트풀과 골재, 그리고 천이영역으로 이루어진 삼상의 복합체이다. 수화시멘트풀과 골재 사이에서 형성되는 천이영역은 국부적으로 공극률이 높으므로 콘크리트의 강성과 강도에 많은 영향을 끼친다. 본 논문에서는 이러한 천이영역의 특성을 고려하여 콘크리트의 탄성계수를 추정하기 위해 이원 삼중 내포물 모델을 제안하였다. 제안된 모델에 의한 탄성계수의 추정결과는 실험결과와 비교하여 잘 일치하였으며 제안된 모델은 실험적으로 구하기 힘든 천이영역의 특성을 구하는데 사용될 수 있다.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.08a
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• pp.183-183
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• 2010

최근 고밀도 플라즈마(High Density Plasma, HDP)를 이용하여 STI (shallow trench Isolation) 공정에 사용하기 위한 높은 종횡비를 가지는 갭을 공극 없이 절연물질로 채우는 HDP CVD 법이 개발되어 사용되고 있으며, HDP 공정에서는 그 증착 과정 중에 스퍼터링(Sputtering)에 의한 식각이 동시에 발생하기 때문에 높은 종횡비를 가지는 갭을 공극 없이 채우는 것이 가능하게 되었다. 이러한 특성을 이용하여 HDP CVD 공정은 주로 STI 와 알루미늄 배선간의 갭을 실리콘 산화막 ($SiO_2$)의 절연막으로 채우는 데 주로 사용되고 있다. 이 논문에서는 새로 개발된 HDP CVD 법을 적용하여 300 mm Si 웨이퍼에 $SiO_2$ 절연막을 증착하여 웨이퍼의 중심과 가장자리의 deposition uniformity를 nano-indenter system을 이용하여 연구하였으며, 그 결과 300 mm 웨이퍼에서 균일한 탄성계수 값이 측정되었다. 또한 HDP CVD로 제작된 SiO2 박막의 탄성계수 값이 99 - 107 GPa로 측정되어 기존 PECVD-$SiO_2$ 박막보다 약 10 - 20% 향상된 것을 확인하였다.

• Electrical & Electronic Materials
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• v.9 no.9
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• pp.891-899
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• 1996

A model for predicting the characteristics of elastic ferromagnetic materials having a moving gap was presented. Based on the model parameters concerning behavior of material, such as the instantaneous field intensity, attractive force between the poles, length of gap, and the induced current/ emf in the circuit can be determined from the numerical integrations of the governing equations derived. From the results of the model it is found that when dc emf is imposed on the circuit the current sharply rise and fall for very short duration then stabilize at extremely low level which depends mainly on elasticity, permeabilities and ratio of resistivity. Subsequently output emf is shown stabilized at constant value which depends on the previous parameters as well as the resistivity ratio of primary to secondary circuit after sufficient progress of time.

• Explosives and Blasting
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• v.23 no.2
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• pp.23-35
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• 2005

Excavation of an opening in a saturated porous rock may lead to the development of pore pressure around the opening due to the redistribution of initial rock stresses. The built-up of pore pressure, in turn, may affect the mechanical behavior of rock mass and give the different pattern of stress distribution around the opening from that of the case where the coupling is neglected. In this study, the short time response of an opening excavated in saturated ground under anisotropic initial stress conditions was investigated numerically. Not on the wall of opening but at a short distance from the wall, the tangential stresses were peak during the short period after excavation when the hydro-mechanical coupling is considered.

• Explosives and Blasting
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• v.22 no.4
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• pp.17-22
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• 2004

Boryung sandstone and Yeosan marble were thermally cracked at predetermined temperatures ranging $200^{\circ}C$ to $600^{\circ}C$. Optical microscopy was utilized to observe thermally induced cracks and physical properties such as specific gravity, effective porosity k elastic wave velocity were measured. Optical observations show that all crystal boundaries of Yeosan marble heated to $600^{\circ}C$ open and new intracrystalline cracks seem to be occurred in all crystals, but developments of thermal cracks in Boryung sandstone heated to $600^{\circ}C$ are not pronounced. From $200^{\circ}C$ upwards, effective porosity and elastic wave velocity of Yeosan marble are sharpely increased, whereas effective porosity and elastic wave velocity of Boryung sandstone are weakly increased.

• Geophysics and Geophysical Exploration
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• v.18 no.2
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• pp.54-63
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• 2015

Petrophysical parameters such as porosity and fluid saturation which provide useful information for reservoir characterization could be estimated by rock physics model (RPM) using seismic velocity and resistivity. Therefore, accurate P-wave velocity and resistivity information have to be obtained for successful estimation of the petrophysical parameters. Compared with the individual inversion of electromagnetic (EM) or seismic data, the joint inversion using both EM and seismic data together can reduce the uncertainty and gives the opportunity to use the advantages of each data. Thus, more reliable petrophysical properties could be estimated through the joint inversion. In this paper, for the successful estimation of petrophysical parameters, we proposed an effective method which applies a grid-search method to find the porosity and fluid saturation. The relations of porosity and fluid saturation with P-wave velocity and resistivity were expressed by using RPM and the improved resistivity distribution used to this study was obtained by joint inversion of seismic and EM data. When the proposed method was applied to the synthetic data which were simulated for subsea reservoir exploration, reliable petrophysical parameters were obtained. The results indicate that the proposed method can be applied for detecting a reservoir and calculating the accurate oil and gas reserves.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.14 no.3
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• pp.115-122
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• 2004

When porous materials are dried, the particles flocculate into fish-net structure in gel phase. In order to exactly analyze the stress distribution of porous materials during drying process, the elastic tensor of microscopic gel structures has to be predicted considering pore shapes as well as porosities of porous materials. The elastic characteristics of porous materials associated with porosities were predicted analyzing microscopic gel structures with circular and cross pores via homogenization method and the drying processes of the electric porous ceramic insulator were simulated using finite element method (FEM). Comparing analysis results between consideration and negligence of pores, the deformed shape and distributions of temperature and moisture were similar but the residual stress was significantly different.

• Journal of the Korea Institute of Building Construction
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• v.22 no.6
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• pp.631-640
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• 2022

Recently, construction accidents have occurred due to illegal water addition and insufficient quality control at domestic construction sites. In this study, the void content test method proposed in ASTM C 642 was used to provide a reference guideline for evaluation on the quality control status of cast-in-place structural concrete. For this purpose, simulated structural concrete for coring purpose was prepared in addition to the concrete cylindrical specimens with the same formulation, and the changes in compressive strength, elastic modulus, and void content related to coring were evaluated. According to experimental results, the compressive strength and modulus of elasticity were reduced by coring, which was associated with the generation of microcracks during coring. With respect to void content, the difference in void content between the cylindrical specimen and the cored specimen was up to 1.69%. If this value is used as a correction factor, it is possible to estimate the real void content of the cast-in-place structural concrete. By comparing this with the void content obtained from cylindrical concrete specimens, it is possible to evaluate the quality control status and amount of illegal water addition on the structural concrete.

• Geotechnical Engineering
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• v.9 no.4
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• pp.17-26
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• 1993

The mechanism of wave -induced stresses and liquefactions in a seabed is studied theoretically and experimentally, A constitutive equation which is governing wave -induced effective stresses and porepressures in an unsaturated seabed under the hydraulically anisotropic conditions is developed. It is learned that the effective stresses and excessive porewater pressures are governed by the conditions of waves and sedimentary layers, Especially the magnitude of effective stresses and the depth of disturbed zone induced by waves is controlled by the degree of saturation of the unsaturated seabeds.

• The Journal of Engineering Geology
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• v.23 no.4
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• pp.329-340
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• 2013

A geologic survey of the Bukpyeong and Pohang basins, as candidate basins for the geological storage of $CO_2$, was performed to evaluate storage capacity and security. To analyze the mechanical stability of the storage reservoir and cap rocks, we measured the porosity, seismic velocity, uniaxial strength, internal frictional angle, and Young's modulus of core samples recovered from the two basins. It is costly and sometimes impossible to conduct tests over the entire range of drill holes, and continuous logging data do not yield the mechanical parameters directly. In this study, to derive the mechanical properties of geologic formations from the geophysical logging data, we determined the empirical relations between the physical properties (seismic velocity, porosity, and dynamic modulus) and the mechanical properties (uniaxial strength, internal friction angle) of the core samples. From the comparison with our core test data, the best fits to the two basins were selected from the relations suggested in previous studies. The relations between uniaxial strength, Young's modulus, and porosity of samples from the Bukpyeong and Pohang basins are more consistent with certain rock types than with the locality of the basins. The relations between the physical and mechanical properties were used to estimate the mechanical rock properties of geologic formations from seismic logging data. We expect that the mechanical properties could also be used as input data for a modeling study to understand the mechanical instability of rock formations prior to $CO_2$ injection.