• Journal of Korean Tunnelling and Underground Space Association
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• v.23 no.5
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• pp.325-337
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• 2021

On the road and rail tunnels, the evacuation pathway and facilities such as smoke-control and fire suppression system are essential in tunnel fire. In the long twin tunnels, the cross-connection tunnel is usually designed to evacuate from the tunnel where the fire broke out to the other tunnel. In twin shield tunnels, the segment lining has to be demolished to construct the cross-connection tunnel. Considering the modern shield TBM is mostly the closed chamber type, the exposure of underground soil induced by removal of steel segment lining is the most danger construction step in the shield tunnel construction. This case study introduces the excavation method using the thrust of large steel pipe and reviews the measured data after the construction. The large steel pipe thrust method for the cross-connection tunnel can stabilize the excavated face with the two mechanisms. Firstly, the soil in front of excavated face is cylindrically pre-supported by the large steel pipe. Secondly, the excavated face is supported by the plugging effect caused by the soil pressed into the steel pipe. It was reviewed that the large steel pipe thrust method in the cross-connection tunnel is enough to secure the construct ability and stability in soil from the measurement results about the deformation and stress of steel pipe.

• Geotechnical Engineering
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• v.21 no.5
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• pp.9-15
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• 2005

• Journal of Korean Society of societal Security
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• v.2 no.4
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• pp.49-57
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• 2009

The development and use of underground space in the city have been expanded considerably worldwide due to the growing population and traffic. Because the construction of underground causes some problems including traffic jam and safety accidents, the non-open excavation construction method are commonly used. NTR (New Tubular Roof) method which is one of the non-open excavation method is investigated in this study. The structural safety of underground structures by using NTR method is evaluated by ANSYS 9.0. The tubular roof according to diameters are analysed by ANSYS 9.0 at critical construction step. Finally, according the diameter and thickness of tubular roof the stress nad dispacement are analyzed and then the The efficient use of tubular roof is suggested from relationship between tubular's thickness and stress condition.

• Geotechnical Engineering
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• v.2 no.2
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• pp.66-68
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• 1986

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.311-311
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• 2023

파형강관은 아연도금강판을 물결모양으로 성형하여 나선형으로 조관한 연성관으로 콘크리트 흄관을 대체하여 각종 토목공사의 우수 및 하수관으로 주로 사용되고 있다. 파형강관은 강판에 물결 형상을 성형하여 내하력을 부여하였기 때문에 높은 강도를 지니고 있고, 경량이고 유연성이 있어 기초공사가 쉽고 현장에서의 운반 및 보관이 용이하여 그 활용이 점차 확대되고 있다. 이러한 파형강관의 내/외부에 기능성 고분자 복합 Polymer(다중필름)을 코팅하여 일반 파형강관 대비 더 높은 내식성 및 내마모성을 구현한 제품을 NPE 피복 파형강관이라 하며, 내부에 평판을 2중으로 결합하여 일반 파형강관 대비 통수능력을 개선한 파형강관을 내부평활 파형강관이라고 한다. 최근 파형강관의 활용이 점차 확대되고 있음에도 불구하고, 파형강관에 국한된 수리역학적 특성에 관한 연구는 미흡한 실정이며, 그마저도 주로 만관 혹은 만관에 가까운 상태에서의 흐름만이 고려되어 왔다. 하지만 대구경의 파형 강관이 우수 배관 및 하수 처리를 위하여 설치될 경우 개수로 흐름이 발생하게 된다. 이에, NPE 피복 파형강관과 내부평활 파형강관 내에서의 개수로 흐름을 다양한 유량 및 수심 변화를 통하여 생성하였으며, 각각의 수리학적 조건에서 통수능을 결정하는데 중요한 상수인 조도계수를 수리 실험을 실시하여 결정하였다. 이는 현재 국내에서 생산되고 있는 NPE 피복 파형강관과 내부 평활강관의 활용에 있어서 국제 경쟁력을 높이는데 큰 도움이 될 것이라 사료된다.

• Journal of the Korean Recycled Construction Resources Institute
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• v.5 no.3
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• pp.267-274
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• 2017

This study discusses the applicability of environmental friendly EVA based butyl rubber self-adhesive waterproof sheet designed to prevent corrosion of large scale pipes used in the water treatment facilities during th water treatment process. The experiments conducted tested the waterproofing sheet's adhesion strength on the steel surface of the pipes and checked for whether the material has the proper response properties against the various environmental conditions. In addition, it the sheet adhered to the steel pipe was to see if the adhesion hold against the water pressure due to the ingress of inflow water. Finally, the waterproofing sheet's adhesion strength was tested on a rusted steel surface to confirm whether the material has the necessary properties to secure stable adhesion strength and prevent corrosion of steel pipes at the same time during the process of installation or maintenance. As a result, the self-adhesive waterproof sheets showed that all attachments in the untreated, long term pressuring, immersion in chemical substance (hydrochloric acid, hypochlorous acid, sodium hydroxide), low temperature ($-20^{\circ}C$) conditions showed a adhesion performance of higher than 1.5N/mm, which is the performance standard of KS F 4934. Also, in the testing to check for the adhesion property against inverse water pressure, it was observed that the adhesion failure did not occur even up to $3.0N/mm^2$ pressure. Also, in the process of assessing the adhesion performance on rusted steel surface, specimens after 12 hours of corrosion treatment was shown to have 2.1N/mm, and specimens after 168 hours of corrosion treatment was shown to have 2.0N/mm adhesion strength performance.

• Proceedings of the Korean Geotechical Society Conference
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• 1996.10a
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• pp.303-310
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• 1996

• Journal of the Korean GEO-environmental Society
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• v.9 no.3
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• pp.11-15
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• 2008

By considering manufacture and economic factor, the steel pipes have been employed for water supply pipeline with large diameter. The standard to decide a thickness of pipe was provided by the waterworks standard (Ministry of Construction & Transportation, 1992) in South Korea. However, there was no the systematic standard to confirm a thickness of pipe in it. Thus, it should be able to apply to unsuitable the Stewart formula for the buried pipe to design for an optimum thickness of pipe. In order to meet revised the waterworks standard (The Ministry of Environment, 1997), it has been considered both the ground condition and all of the stresses to compute a thickness of pipe. As a results, a method is suggested to determine thickness of pipe after comparing and validating the obtained results with the established results from the Stewart formula.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.3C
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• pp.149-158
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• 2008

This study is concerned with the characteristics of the behavior of drilled shafts with steel casing, a material that is used for large bridge foundations in Korea, and especially for weak submerged ground conditions. The effect of steel casing on bearing capacity of drilled shafts was also verified in this study. Three large drilled shafts with 1.8, 2.4, 3.0m diameter respectively were selected, and 3-D finite element analysis has been undertaken on the following three models: 1) drilled shafts without steel casing, 2) drilled shafts with steel casing, 3) steel-concrete composite drilled shafts. Interface element between concrete core and steel casing was taken into account, and ground conditions and load combinations were applied which had been considered in the fields. Detailed characteristics of the stress and displacement distributions were evaluated to understand the characteristics of the behavior of the drilled shafts. Based on the study performed, the steel casing used as load-carrying materials in the drilled shafts can reduce the horizontal and vertical displacement of drilled shafts by 32~37% and 15~19% respectively compared with drilled shafts without steel casing.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2013.05a
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• pp.227-228
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• 2013