• Proceedings of the Korean Geotechical Society Conference
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• 1997.09a
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• pp.105-114
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• 1997

• Geotechnical Engineering
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• v.14 no.2
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• pp.55-66
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• 1998

The purpose of this paper is to formulate and apply the stability analysis of toppling failure by considering the variation of discontinuity characteristics, slope geometry, and loading conditions. The stability condition on toppling failure of rock slope is mainly iuluenced by the dip angle $\alpha_B$ and H/t ratio. In order to check toppling failures in design, the stability charts composed of dip angle $\alpha_B$ versus H/t ratio have been constructed in the paper. In general, smaller dip angle $\alpha_B$ and smaller dip angle $\alpha_B$ and smaller H/T ratio give safer condition. The suggested curves change rapidly at the chitical point around the sone, H/t=4~6. The stable zone in stability charles becomes smaller due to step angle $\data$.

• The Journal of Engineering Geology
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• v.20 no.1
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• pp.13-23
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• 2010

Toppling failure of a slope is defined as failure behavior accompanying the rotation of rock block which is different from other failure such as sliding along with discontinuities and so on. It generally occurs in the region that discontinuities were developed with inverse dip direction to a slope and it could play a critical role in judging stability of slope. In this study, the stability evaluation was performed about toppling failure on a jointed road cut-slope. To check the deformation behavior, numerical analysis is widely used. However common analysis programs are based on continuum model. Recently, many methods that discontinuity properties can be considered in continuum analysis are suggested. In this study, numerical analysis based on FEM(Finite Element Method) was performed using interface element applied in heterogeneous boundary to simulate effects of discontinuities.

• Electrical & Electronic Materials
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• v.5 no.4
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• pp.421-429
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• 1992

본 연구에서는 (Sr.Pb)TiO$_{3}$계 세라믹을 고압용 세라믹 캐패시터로 응용하기 위하여 일반적인 세라믹 소성법으로 제작하였으며 Bi$_{2}$O$_{3}$. 3TiO$_{2}$의 첨가량에 따른 전기전도 및 DC 절연파괴 특성을 조사하였다. 전도전류는 측정온도의 상승과 Bi$_{2}$O$_{3}$.3TiO$_{2}$의 첨가량이 증가함에 따라 상승하였다. 실온에서 전도전류는 전계에 따라 3영역으로 나누어졌다. 전계 15[kV/cm]이하의 영역에서는 오음의 법칙이 성립하는 이온전도가 나타났으며 전계 15[kV/cm]~40[kV/cm]인 영역에서는 전계에 강요된 강유전성 분극의 반전게에 기인하여 전류의 포화현상이 나타났다. 전계 40[kV/cm] 이상의 영역에서는 공간전하제한전류에 관련된 차일드법칙이 성립하였다. DC 절연파괴 강도는 측정온도의 상승과 Bi$_{2}$O$_{3}$.3TiO$_{2}$의 첨가량이 증가함에 따라 감소하였다. 온도 100[.deg.C] 이하에서는 전자적파괴가 일어났으며 100[.deg.C] 이상에서는 주울열과 유전손실에 의한 열적파괴가 나타났다.

• Electrical & Electronic Materials
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• v.6 no.1
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• pp.50-54
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• 1993

각종 monomer를 공중합시킨 PE의 고전계 전기전도와 X선 유기 TSC(X-ray induced thermally stimulated current)를 측정하고 공중합 monomer의 영향에 대하여 검토하였다. 할로겐을 함유한 공중합 PE에서 고전계 전기전도가 억제되는 것을 관찰하였다. 또 할로겐을 함유하는 monomer를 공중합시킨 PE의 X선 유기 TSC에서는 공중합에 의한 전자 trap은 약 0.4eV정도로 평가된다. 이들 시료에서 절연 파괴 강도가 상승한 것은 전자 트랩이 전자의 전계가속을 억제하여 고전계 전기전도를 억제시키고 절연파괴강도를 향상 시킨 것으로 추측된다.

• Journal of the Society of Disaster Information
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• v.19 no.1
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• pp.60-68
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• 2023

Purpose: In order to find out stability condition which governs design of drystone masonry retaining walls and changing patterns of installed width of blocks of the wall for each stability conditions, typical wall was assumed and designed. Method: For the purpose of this study, 10 m high drystone masonry retaining wall with general block size and soil properties were considered and dimensions of the wall were determined by applying stability conditions of sliding and overturning and the design results were compared with each other. Result: According to the design results, installed width of blocks determined by considering stability of sliding were greatly less than those determined by considering stability of overturning and these differences were not decreased noticeably even though same values of factors of safety for sliding and overturning were applied. Between the two methods of determining the installed width of blocks, it could be seen that the method of considering failure wedge of lower part of overturning parts of the wall governed the design instead of considering horizontal base of overturning parts of the wall. Conclusion: In case of considering failure wedge of lower part of overturning parts of the wall, it could be seen that the installed width of blocks increased as the inclination angle of failure wedge increased. In case of considering overturning at the lower part of the wall with certain assumed inclination angle of failure wedge, it could be seen that installed width of blocks decreased as the inclination angle of failure wedge decreased by geometric restrictions of the wall.

• Korean Journal of Materials Research
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• v.7 no.10
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• pp.891-897
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• 1997

본 논문은 용액법으로 성장시킨 저밀도 폴리에틸렌 박막의 냉각 조건에 따른 결정화도의 관계와 냉각 조건에 따른 전기전도현상, 유전특성 및 절연파괴에 관하 연구로서 박막은 140[$^{\circ}C$]에서 2시간 유지후 냉각 조건을 달리하여 제작하였다. 결정화도는 XRD를 이용하여 측정하였으며 냉각 속도가 빠를수록 결정화도가 감소함을 볼 수 있었다. 전기전도현상은 냉각 조건에 무관하게 저전계에서는 이온전도특성이 나타나고 고전계에서는 공간전하제한전류이론이 지배적이다. 절연파괴전계는 냉각속도가 증가할수록 증가하고 self-healing절연파괴 방법에서는 시험회수가 증가할수록 증가하였다.

• Journal of the Korea Concrete Institute
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• v.20 no.3
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• pp.369-374
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• 2008

Two types of conductive materials are selected and their applicable properties are investigated so as to give the capability of self-diagnosis of fracture in composite mortar, concrete and reinforced concrete. In this study, for giving selfdiagnosis capability, the powder of cokes and milled carbon fiber as conductive materials are selected and intermixed with mortar, concrete and reinforced concrete. After examining change in the value of electric resistance before and after the occurrence of cracks at each flexural load-stage in composite mortar, concrete or reinforced concrete, the relationships of each factors (electric resistance, crack and flexural load) are analyzed. As the results, it can be recognized that conductive materials with powder of cokes and milled carbon fiber can be applied for self-diagnosis of flexural fracture in composite mortar, concrete and reinforced concrete specimen.

• Proceedings of the Korean Geotechical Society Conference
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• 1997.03a
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• pp.89-96
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• 1997

• Proceedings of the Korean Geotechical Society Conference
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• 1997.09a
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• pp.21-50
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• 1997