• Journal of the Korean GEO-environmental Society
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• v.24 no.5
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• pp.5-12
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• 2023

Recently, due to urban development and expansion, construction plans have been increasing adjacent to existing tunnel structures such as subways, roads, and large pipelines. Structural plans adjacent to existing tunnels have different effects on tunnel stability depending on the construction method, degree of proximity, and location of new structures. In particular, the pressure water tunnel shows a very large difference from other road tunnels and railway tunnels in geotechnical characteristics and operation characteristics. Therefore, it is necessary to review the safety zone due to adjacent construction in consideration of the geotechnical characteristics of the water tunnel and the new sturure construction method. In this study, the existing tunnel safety zone standards were investigated. A stability evaluation performed numerical analysis considering the deterioration of concrete lining in operation and the characteristics of water tunnel. In addition, the impact of vibration caused by pile construction and blasting excavation of new structures was reviewed. Based on this, a pressure water tunnel safety zone was proposed in consideration of adjacent construction.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2010.06a
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• pp.307-307
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• 2010

최근 유한연료의 고갈로 인해 세계 유가가 불안정 됨으로서 대체 에너지에 대한 연구가 많이 진행 되고 있다. 특히 압전 소자를 이용한 에너지 하베스팅은 압전 역효과를 이용한 것으로서 주변에서 무의미하게 버려지는 진동이나 바람, 열 에너지를 실 생활에 사용할 수 있는 전기 에너지로 변환할 수 있는 유망한 기술 중 하나이다. 이러한 에너지 하베스팅 기술은 일본과 같은 선진국에서 이미 지하철 및 일반 다리와 같이 진동이 극히 많은 곳에서 응용되고 있다. 이러한 에너지 하베스팅 기술을 응용 하려면 전압출력 계수($g_{33}$)가 높아야 한다. 이것은 압전 d 상수와 유전상수에 영향을 많이 받는 것으로 알려져 있다. 현재가지 응용되는 압전 하베스팅 조성은 Pb(Zr,Ti)$O_3$ (PZT)를 기초로한 세라믹이 응용되고 있다. Pb(Zr,Ti)$O_3$ (PZT) 세라믹은 Morpohotropic phase boundary(MPB)에서 전기기계 결합계수 (kp) 와 기계적 품질계수 (Qm) 이 각각 0.5와 500으로 우수한 특성을 나타낸다. 또한 큐리온도 (Tc) 도 $400^{\circ}C$로 온도 안정성 또한 높다. 하지만 $1000^{\circ}C$ 이상에서 소결하는 PbO는 소결 중 급격한 휘발로 환경적 오염 뿐 아니라 특성의 저하를 야기시킨다. 그래서 몇몇 나라에서는 그 사용을 제한하고 점차적으로 사용을 줄여 나가고 있는 동시에 PbO가 첨가되어 있지 않은 Lead-Free 세라믹의 연구가 많이 진행되고 있다. Lead-Free 세라믹 중 alkaline niobate를 기초로 한 페로브스카이트 구조의 ($Na_{0.5}K_{0.5})NbO_3$ (NKN) 은 PbO를 기초로 한 세라믹을 대체할 유망한 후보자 중 하나이다. 하지만 NKN세라믹의 K 성분의 조해성 및 고온에서의 휘발로 인해 일반 적인 소결 방법으로는 고밀도의 세라믹을 얻기 매우 어렵다. 그래서 Hot pressing, Hot forging, RTGG(Reactive Template Grain Growth), SPS(Spark plasma Sintering)와 같은 특별한 소결 법을 이용하거나 $K_8CuNb_4O_{23}$(KCN) 이나 $K_{5.4}Cu_{1.3}Ta_{10}O_{29}$(KCT) 등을 첨가하여 그 소결성을 향상 시키는 방법도 있다. 또한 압전 d상수를 향상 시키기 위해 $Nb_2O_5$나, $La_2CO_3$, $CeO_2$, $Li_2CO_3$ 등을 치환함으로써 압전 d상수를 향상 시켜 전압출력 계수를 높이는 연구 또한 많은 보고가 되어 있다. 특히 $Li_2CO_3$의 첨가는 일반 적인 소결 방법으로도 밀도의 조밀함을 향상 시켜 그에 따른 높은 유전율과 전기기계 결합계수, 압전 d상수를 가져 많은 연구가 되어지고 있다. 그래서 본 연구에서는 일반적인 ($K_{0.5}N_{0.5})_{1-x}Li_x(Nb_{0.96}Sb_{0.04})O_3$ + 0.2mol%$La_2O_3$ + 1.2mol%$K_8CuNb_4O_{23}$ 세라믹에 x(=Li) 치환에 따른 유전 및 압전특성을 조사하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.25 no.2
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• pp.157-173
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• 2023

Although this site is designed with a non-vibration excavation method for a section of 265 m, there are concerns about decline of constructability and economic feasibility. For this reason, the low-vibration electronic detonator blasting method was suggested. To evaluate the applicability of the low-vibration electronic detonator blasting method, the damage range of blasting vibration of low-vibration electronic detonator blasting applied just before the site (suggestion I) and low-vibration electronic detonator blasting constructed close range the subway like this site (suggestion II) was analyzed. As a result of comparing the blasting vibration damage ranges of the two suggestions, the damage range of suggestion II was calculated more conservatively. Considering the specificity of the close range of this site, suggestion II was selected for design change for safer construction. As a result, it is predicted that there will be no damage to the structure even if the 72 m section out of the non-vibration excavation 265 m section is changed to the Low-vibration electronic detonator blasting. And it is evaluated that high economic benefits can be obtained because the total expected excavation period can be reduced by 144 days from 662.5 days.

• Tunnel and Underground Space
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• v.19 no.3
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• pp.236-247
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• 2009

Overpopulation has significantly increased the use of underground spaces in urban areas, and led to the developments of shallow-depth underground space. Due to unexpected rock fall, however, it is very necessary to understand and categorize the rock mass behaviors prior to the tunnel excavation, by which unnecessary casualties and economic loss could be prevented. In case of cave-in, special attention should be drawn since it occurs faster and greater in magnitude compared to rock fall and plastic deformation. Types of cave-in behavior are explained and categorized using seven parameters - Uniaxial Compressive Strength (UCS), Rock Quality Designation (RQD), joint surface condition, in-situ stress condition, ground water condition, earthquake & ground vibration, tunnel span. This study eventually introduces a new index called Cave-in Behavior Index (CBI) which explains the behavior of cave-in under given in-situ conditions expressed by the seven parameters. In order to assess the mutual interactions of the seven parameters and to evaluate the weighting factors for all the interactions, survey data of the experts' opinions and Rock Engineering Systems (RES) were used due to lack of field observations. CBI was applied to the tunnel site of Seoul Metro Line No. 9. UDEC analyses on 288 cases were done and occurrences of cave-in in every simulation were examined. Analyses on the results of 288 cases of simulations revealed that the average CBI for the cases when cave-in for different patterns of tunnel support was estimated by a logistic regression analysis.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.1C
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• pp.45-51
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• 2010

In urban area, design and construction of civil engineering structures such as subway tunnel, underground space and deep excavation is impeded by unreliable site investigation. Variety of embedded objects, electric noises and traffic vibrations degrades the quality of site investigation, whatever the site-investigation technique would be. In this research, a preliminary research was performed to develop a dedicated site investigation technique for urban geotechnical sites, which can overcome the limitations of urban sites. HiRAS (Hybrid Integration of Surface Waves and Resistivity) technique which is the first outcome of the preliminary research was proposed in this paper. The technique combines surface wave as well as electrical resistivity. CapSASW method for surface-wave technique and PDC-R technique for electrical resistivity survey were incorporated to develop HiRAS technique. CapSASW method is a good method for evaluating material stiffness and PDC-R technique is a reliable method for determination of underground stratification even in a site with electrical noise. For the inversion analysis of HiRAS techniuqe, a site-specific relationship between stress-wave velocity and resistivity was employed. As for outgrowth of this research, the 2-D distribution of Poisson's ratio could be also determined.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.1C
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• pp.37-44
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• 2010

Recently, urban retrofit and extension, development of new buildings and facilities, and construction of underground structures like subway tunnels in urban areas give rise to significance of site investigation at urban areas. However, ambient electric noises, traffic vibrations, embedded objects work as obstacles to high-quality and accuracy in site investigation at urban areas. In this paper, a new technique called the pseudo-DC resistivity survey (in brief, PDC-R) was proposed to minimize the adverse effect of ambient electrical noises in resistivity survey. PDC-R technique utilizes an AC current with frequency range of 0.1 to 1.0 Hz rather than DC current, which is used for conventional resistivity survey. The motivation of using low-frequency AC current is to avoid 60-Hz components or its multiples in the resistivity survey which ambient noises are mostly composed of. The implementation of PDC-R technique also included the parametric study on skin effect, frequency effect and current-level effect, which led to the determination of optimal values of frequency and current level for PDC-R survey. The reliability and feasibility of PDC-R technique was verified through field tests, accompanied by the comparison with DC resistivity survey and CapSASW tests.

• Proceedings of the KSR Conference
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• 2007.11a
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• pp.480-493
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• 2007

Many railway-advanced countries are using the various types of track to reduce the track maintenance and repair cost according to the improvement of velocity. It spends on much maintenance and repair cost for ballast track due to abrasion of ballast, track irregularity and unisotropical ballast-support stiffness. The ballast track on railway bridge is accelerating the deterioration of ballast according to interaction of railway bridge and track. As continuing the deterioration, it is caused dynamic loads. Due to these effects, it increases negative loads of track and bridge. However, when designing the railway bridge, the effect of ballast track was applicate only dead load, so elastic behavior effect of ballast track is not influenced. Therefore, this paper presumes the stiffness of ballast track on railway bridge considering dynamic behavior of railway bridge, it was evaluated that effect on dynamic behaviors of railway bridge according to ballast track stiffness.