• 한국방재학회:학술대회논문집
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• 2009.02b
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• pp.135.2-135.2
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• 2009

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2003.10a
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• pp.184-187
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• 2003

다양한 부식 형태 준 금속부식은 대기중, 수중, 지중, 화학약품 등의 부식환경에 의해 영향을 받는다. 특히 금속 표면의 산화 반응에 의해 생성되는 녹(Rust)은 iron, steel, bronze, aluminium 등의 대상소재를 사용하는 일반 가전제품, 산업공정설비 및 각종 구조물 등에 작용하여 원재료 손상, 내구수명 저하, 구조물 붕괴, 화재 및 폭발위험성 등 대부분 안전사고로 직결되는 것이 일반적이다.(중략)

• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.4
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• pp.220-227
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• 2021

PCT (Power Cable Tunnel) and UT (Utility Tunnel), which are non-transport underground infrastructures, are mostly RC (Reinforced Concrete) structures, and their durability decreases due to the deterioration caused by carbonation over time. In particular, since the rate of carbonation varies by use and region, a predictive model based on actual carbonation data is required for individual maintenance. In this study, a carbonation prediction model was developed for non-transport underground infrastructures, such as PCT and UT. A carbonation prediction model was developed using multiple regression analysis and deep neural network techniques based on the actual data obtained from a safety inspection. The structures, region, measurement location, construction method, measurement member, and concrete strength were selected as independent variables to determine the dependent variable carbonation rate coefficient in multiple regression analysis. The adjusted coefficient of determination (Ra2) of the multiple regression model was found to be 0.67. The coefficient of determination (R2) of the model for predicting the carbonation of non-transport underground infrastructures using a deep neural network was 0.82, which was superior to the comparative prediction model. These results are expected to help determine the optimal timing for repair on carbonation and preventive maintenance methodology for PCT and UT.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.2156_2157
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• 2009

가로등 누전으로인한 많은 인명피해 발생에따른 가로등 지중전선로의 위험성을 실측한 것으로 지역별 접지저항값은 많은 차이가 있었으며 지락지점으로부터 떨어지면 전위차는 현저히 감소하였다. 실제 대지로 빗물의 유입이 많은 장마철에서도 인접 철구조물로 가상되는 Pipe의 대지전위 상승값은 우려 할 만큼 위험한 수치에 이르지 않았다. 또한 IEC의 안전전압규정은 인체가 완전히 젖어 있는 상태에서 25[V]이하로 규정하고 있는바 이를 확인하였다. 지락지점에서 일정한 거리를 두고 측정한 접지극이나 구조물에 대한 누설전류의 값은 매우 미미하였으며, 지중전선의 지락전류는 220[V]에서 200[mA]까지 허용되어도 가능한 것으로 확인되었다.

• Journal of the Speleological Society of Korea
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• no.79
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• pp.65-72
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• 2007

인공토굴(人工土窟) 숙성식품의 장기가공보관 수단의 원조로 자리 잡아, 광천옹암리 토굴이 전통식품 산업의 지혜와 관광산업의 역동으로 변신하고, 인공 굴은 폐광토굴에서 농산물저장을 위한 인공제작 굴의 활용기술로 이어져 산업화사회에 기여하고 있다. 대표적인 인공토굴중의 하나는 광천토굴이며, 마을뒤편 야산에 활석암으로 된 암반을 굴착한 토굴이다. 폭과 높이가 각각 2m 정도, 200여 m의 토굴 속에 수많은 젓갈을 담은 드럼통을 저장하여 숙성, 발효시킨다. 젓갈은 우리나라의 대표적인 수산발효식품이며, 어패류 등에 비교적 다량의 식염을 가해 자가소화효소 및 미생물분해 작용으로 알맞게 숙성되는 원리를 이용한다. 젓갈은 일종의 균 식품으로 식품을 발효시킴으로써 독특한 맛과 향 영양을 갖게 되며, 빵, 요구르트, 장류(간장 된장 등), 김치, 막걸리, 동동주, 식혜뿐 아니라 심지어는 버섯조차도 균 식품에 해당한다. 특히 어패류를 염장 발효시켜서 독특한 감칠맛이 나도록 한 우리나라 특유의 저장식품으로 예로부터 기호식품, 조미료 및 김치의 재료로서 널리 식용되어 왔던 양질의 단백질인 동시에 칼슘과 지방질 공급원이기도 하다. 최근에는 상품화된 자연친화적 농산물저장 굴로 사용되는 인공토굴도 등장하였다. 그것은 타공판과 흙을 이용한 생태환경지중건축물(生態環境地中建築物)로서 우리조상들이 오래전부터 지열을 이용하여 주거와 농산물을 저장하였던 재래식 토굴을 현대화시킨 구조물의 지중저장토굴 공간이다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.20 no.4
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• pp.731-742
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• 2018

Recently, the construction of the urban area has been rapidly increasing, and the excavation work of the ground has been frequently performed at the upper part of the existing underground structure. Especially, when the structure is constructed after the excavation of the ground, the loading and unloading process is repeated in the lower ground of the excavation so that it can affect existing underground structures. Therefore, in order to maintain the stability of the existing underground structure due to the excavation of the ground, it is necessary to accurately grasp the influence of the excavation and the structure load in the adjoining part. In this study, the effects of the ground excavation and the new structure load on the existing tunnel were investigated by large - scale experiment and numerical analysis. For this purpose, a large model tester with a size reduced to 1/5 of the actual size was constructed, and model tests and numerical analyzes were carried out to investigate the effects of the excavation of the body ground by maintaining the distance between the excavation floor and the tunnel ceiling constant, The impacts were identified. As a result of the study, it was confirmed that the deeper the excavation depth, the larger the influence on the existing tunnel. At the same distance, it was confirmed that the tunnel displacement increased with the increase of the building load, and the ground stress increased up to 2.4 times. From this result, it was confirmed that the effect of the increase of the underground stress on the existing tunnel is affected by the increase of the building load, and the influence of the underground stress is decreased from the new load width above 3.0D.

• Geotechnical Engineering
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• v.8 no.1
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• pp.7-18
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• 1992

This paper is a basic study of three by finite element method. Plate and medium. Plate is discretized 4 node p melt. At the interface between plate a melt is adopted for considering plate Measured vertical displacement out by plate foundation interaction finite zion is followed as ; 1. as being interface element adopts dation interaction finite element 2. As being interface element and platefoundation interaction finite 3. As being interface element adopte Therefore, post processing that as.

• Proceedings of the SAREK Conference
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• 2007.06a
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• pp.50-50
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• 2007

• Journal of the Korean Society for Nondestructive Testing
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• v.23 no.2
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• pp.107-115
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• 2003

Nondestructive testing was carried out in order to evaluate the structural integrity and construction quality of the slurry wall of the underground LNG storage tank. 9 test points were selected, and the wall thickness, rebar spacing, and compressive strength of the slurry wall were evaluated by stress wave impact-resonance method, GPR, sonic velocity, and rebound testing, respectively. As results, the wall thickness, rebar sparing and estimated compressive strength satisfy the design criteria.

• Geotechnical Engineering
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• v.13 no.6
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• pp.165-180
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• 1997

The structure such as underground external walls of buildings, conduit and box culvert supports the surcharge loads (point, strip and line loads) . The vertical and horizontal stresses in a soil mass depend on the backfill width and wall friction, etc. The investigations described in this paper is designed to identify the magnitude and the distributions of the lateral and vertical pressure which is occurred by the narrowly backfilled soil in an open cut by the surcharge loads. For these purposes, model tests were performed for various width of backfill in a model test box by considering the wall friction using carbon rods. The results of test were compared with the theories of Weissenbach and VS Army Code and also with the results of the numerical analysis using finite difference method which introduces Mohr-Coulomb failure hypothesis.