• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.1014-1019
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• 2004

The development of both economical and consistent structure is strongly required for the whole reorganization of the railway network in Korea. Retaining wall is one of the major structures in the vicinity of the railway, which needs improving its external appearance and stability. Therefore, this study presents a new type of retaining wall, so called short-fiber composite reinforced retaining wall, as an alternative of retaining walls, which can be used for constructing the slope and roadbed soil structures. The results from real-scale test and dynamic numerical analysis for developed new one, which helps both the improvement of the external appearance and also the optimum use of the limited space near the railway, show excellent performance. On the basis of these results, it is judged that short-fiber composite reinforced retaining wall has the advantages of choosing the front wall freely and having a chance to use any low quality soil as backfill.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.1374-1378
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• 2004

Railway conflict detection and resolution problem (RCDRP) involves complicated field constraints that should be considered for practical service. In this paper, we address those constraints in brief. Particularly, following situations are addressed; (1) temporal change of network topology, (2) consideration of diverse conditions of track and train, for example, single/double tracks and passenger/freight service, (3) siding capacity limitation, (4) bidirectional sides used by both inbound and outbound trains, (5) regulation for passenger transfer service, (6) consideration of siding length, (7) Restriction on stopping before the track segment with steep slope.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(II)
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• pp.403-410
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• 2003

Annual roadbed failure due to the rainfall has brought out the social and economic damage such as the loss of life and property, the consumption of time and cost for recovery, and the delay of logistics in railway. However, there was not an appropriate way that could be used as a permanent solution. As a suggestion of the answer to this problem, the method using Geotextile Container was considered for the rehabilitation of the failed railway roadbed, and the numerical analysis is applied for the evaluation of the slope stability. This study focused on the most common case among the roadbed failures. In addition, the investigation for the applicability of this method as a permanent use was made.

• Journal of Electrical Engineering and Technology
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• 제10권3호
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• pp.1284-1292
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• 2015

As visual surveillance systems become more and more common in human lives, approaches based on these systems to solve security problems in practice are boosted, especially in railway applications. In this paper, we first propose a robust snag detection algorithm and then present a railway security system by using a combination of multiple sensors and the vision based snag detection algorithm. The system aims safety at several repeatedly occurred situations including slope protection, inspection of the falling-object from bridges, and the detection of snags and foreign objects on the rail. Experiments demonstrate that the snag detection is relatively robust and the system could guarantee the security of the railway through these real-time protections and detections.

• 한국지반신소재학회논문집
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• 제21권4호
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• pp.79-91
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• 2022

최근 폭우, 폭설 등과 같은 이상기후로 인해 도로, 철도 및 단지에 적용된 비탈면의 국부적 파괴 또는 손상 빈도가 점차 증가하고 있다. 초속경 복합매트(Rapid Hardening Composite Mat, RHCM)은 대규모 토공이 불필요하고 수해복구시간을 최소화할 수 있는 장점이 있어 대안으로 고려될 수 있다. RHCM은 대표적인 비탈면 보호공법인 숏크리트 공법 및 식생공 공법에 비해 중장비 설비가 불필요하고 유지관리가 용이하며, 기존 Geosynthetic Concrete Composite Mat(GCCM)에 비해 경화시간이 짧아 긴급복구가 가능하다는 장점이 있다. 따라서, 본 연구에서는 실내시험을 통해 RHCM의 강도 및 내구성을 측정하고 GCCM과 비교·분석하였다. 실내시험 결과 RHCM의 강도는 기존 GCCM에 비해 약 51% 높은 것으로 나타났으며, 내구성 또한 69% 높은 것으로 나타났다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.24-30
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• 2008

One of the characteristics of the Maglev Train is the prominent capability of upgoing. Maglev train with the aim of longitudinal slope 7/100 is under development by the Center for Urban Maglev Program in Korea. To realize these slope, vertical curves must be inserted before and after the slope. The inserted curve has the radius of 3,000m generally. The insertion of these vertical curve results in the additional differences between the girder upper face and the guide rail, and the alignments are controlled by cast in place concrete at present. In this study, for longitudinal curved route with longitudinal slope 6/100, the applicability of PSC-U type girder and precast deck was evaluated for the span length 25m, 30m and vertical curve radii with 3,000m and 1,500m with respect to longitudinal slope 6/100.

• Structural Engineering and Mechanics
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• 제84권5호
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• pp.591-604
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• 2022

A gravity wall combined with an anchoring lattice frame (a combined retaining structure) is adopted at a typical engineering site at Dali-Ruili Railway Line China. Where, the combined retaining structure supports a soil deposit covering on different inclined rock slopes. With an aim to investigate and compare the effects of inclined rock slopes on the response of combined retaining structure under seismic excitation, three groups of shaking table tests are conducted. The rock slopes are shaped as planar surfaces inclined at angles of 20°, 30°, and 40° with the horizontal, respectively. The shaking table tests are supplemented by dynamic numerical simulations. The results regarding the horizontal acceleration response, vertical acceleration response, permanent displacement mode, and axial anchor force are comparatively examined. The acceleration response is more susceptible to outer structural profile of combined retaining structure than to inclined angle of rock slope. The permanent displacement decreases when the inclined angle of the rock slope increases within a range of 20°-40°. A critical inclined angle of rock slope exists within a range of 20°-40°, and induces the largest axial anchor force in the combined retaining structure.

• 한국지반공학회논문집
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• 제21권9호
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• pp.77-86
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• 2005

집중강우로 인한 철도연변 사면의 활동 및 선로의 유실은 철도 운행에 있어 불안정성을 유발하는 요인으로서 이에 대한 적절한 평가기법이 요구된다. 현장조사 결과 강우로 인한 사면의 활동은 사면내 흙의 특성, 강우강도, 사면의 3차원상 형상과 지층의 지질학적 조건과 상관이 있는 것으로 관측되었다. 본 연구에서는 사면의 활동패턴 중 사면내 요부에서 주변 수계로부터 흘러 들어온 표면유출수로 인하여 발생하는 사면의 활동을 대상으로 하고 있다. 표면유출수의 발생은 Philip 공식에서 계산된 침투율과 강우강도의 비교를 통해서 판정되었다. 표면유출수의 심도를 계산하기 위하여 합리식과 Manning 공식을 적용하였으며, 심도별 사면의 안전율을 구하기 위하여 Iverson 모텔을 수정하여 적용하였다. 수정된 Iverson 모델의 적용에 있어 표면 유출수의 심도를 고려하므로 최대 동수경사가 1 이상의 경우를 고려하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.1369-1375
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• 2006

This study analyzes stability and the reason of slope failure about cut slope on stony mountain in Acheondong, Guri and suggests the reasonal reinforce method. Based on the results of the subsurface exploration, laboratory tests, and the numerical analysis of finite element method, the potentials of plane and wedge failure are highly estimated. The safety factor was 1.2 under dry and 1.06 wet condition. The most proper reinforce method to raise the safety factor more than 1.5 was the way to control displacement by using step retaining wall, earth anchor, wire mesh, and rock anchor.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.1391-1404
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• 2006

Recently, medium or slight earthquakes was occurred in the Korea Peninsula and seismic design is considered seriously in the railroad facilities as case of other civil engineering facilities. In this study, it selected the Seongnam-Yeoju railroad 6th section and seismic analysis was accomplished. Specially, unlike existing seismic analysis using the artificial earthquake and the real earthquake, seismic analysis using a seismic vibration and the train vibration was accomplished. 1-D and 2-D ground response analysis of the railroad bed and 3-D Finite element analysis in the bridge connection section of high landfill slope was accomplished. Also, slope stability analysis and the evaluation of liquefaction was accomplished.