• 한국도로학회논문집
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• 제17권1호
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• pp.105-118
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• 2015

PURPOSES : This study aims to evaluate the road safety of the super-elevation transition section of a left turn curve and suggest the minimum longitudinal grade of a super-elevation transition section to be used before and after a left curved section. METHODS : We evaluated the road condition by means of the safety-criterion-evaluation method involving side friction factors, and then solve the problem by introducing the minimum longitudinal grade criterion based on conditions described in the hydraulics literature. RESULTS : It was calculated that when a road satisfies hydroplaning conditions, the difference between side friction assumed and side friction demanded is less than -0.04. In this case, the safety criterion for the condition is unsatisfied. Conversely, when a road is in a normal state under either wet or dry conditions, it was calculated that the difference between side friction assumed and side friction demanded is more than 0.01. Thus, the safety criterion for this condition is found to be satisfied. After adjusting the minimum longitudinal grade applied to a super-elevation transition section, the hydroplaning condition can be eliminated and the safety criterion can be met for all sections. CONCLUSIONS : It is suggested that a minimum longitudinal grade should be provided on super-elevation transition sections in order to prevent hydroplaning.

• 아시안잔디학회지
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• 제9권3호
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• pp.173-185
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• 1995

Hydroseeding technique is a very popular method of revegetating slope areas through the control of soil erosion and stability by seeding grasses. This study was conducted to select turfgrass species and cultivars for hydroseeding. Experiment plots were established on various soil types and environmental conditions at Singar-Ansan high-way construction site. The investigation was designed in three cutting, one back-filling and other three spare sites with various seed mixtures. Results indicated that combinations of seed mixtures influenced seed germination and rates of surface cover. In a view of long term, vegetation shifts should be influenced by characters of slopes and micro-climate conditions. Hydroseeding did not show good results on rocky slope areas. Revegetation was only going on where there had soil. The combination of seed mixture with a higher rate of perennial ryegrass had relatively good revegetation with faster germination and seedling growth. Improved turf-type tall fescue Arid ⓡ and Falcon ⓡ seemed to have good environ-mental adaptation and drought tolerance. Wild or old type cultivars showed relatively slow green-up in spring and growth rates at the next year of seeding. For the harmonious landscaping with surrounding area, the combination of native grass mixture with cool-season grasses had good results. Slow and low revegetation rate at hack-filling site seemed to be caused by the poor development of capillary tubes in sub-soil. It was shown that a high correlation between seed germination and revegetation rate, and between three-month later coverage rate and final rate. The evaluation of coverage rate after three month seems to he acceptable to decide the accomplishment of hydroseeding results on rode side slopes.

• Geomechanics and Engineering
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• 제35권5호
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• pp.511-523
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• 2023

Canal-side roads frequently collapse due to an unexpectedly greater soft-clay thickness with a rapid drawdown situation. This causes annually increased repair and reconstruction costs. This paper aims to explore the effect of soft-clay thickness on the failure in the canal-side road in the case study of Phra Nakhon Si Ayutthaya rural road no. 1043 (AY. 1043). Before the actual construction, a field vane shear test was performed to determine the undrained shear strength and identify the thickness of the soft clay at the AY. 1043 area. After establishing the usability of AY. 1043, the resistivity survey method was used to evaluate the thickness of the soft clay layer at the failure zone. The screw driving sounding test was used to evaluate the undrained shear strength for the road structure with a medium-stiff clay layer at the failure zone for applying to the numerical model. This model was simulated to confirm the effect of soft-clay thickness on the failure of the canal-side road. The monitoring and testing results showed the tendency of rapid drawdown failure when the canal-side road was located on > 9 m thick of soft clay with a sensitivity > 4.5. The result indicates that the combination of resistivity survey and field vane shear test can be successfully used to inspect the soft-clay thickness and sensitivity before construction. The preliminary design for preventing failure or improving the stability of the canal-side road should be considered before construction under the critical thickness and sensitivity values of the soft clay.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.493-498
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• 2003

In case of slope failure by planted protection is constructed on the slope according to of the choice trend of a recently environmental-friendly countermeasure, there has a limitation about diagnosis and preparation of measure. Also, collapse of tunnel pithead department slope has maximum in construction and countermeasure method of construction choice unlike cut-slope. In this study, analyzed inside circumstance of slope using geophysical exploration for stability analysis and countermeasure inside presentation of tunnel pithead department slope which collapse happens. geophysical exploration used dipole(Dipole-Dipole) method that is based to distribution principle does specific resistance, goes side by side with on-the-spot observation and draws base strength parameter and executed stability analysis, and presented stabilization countermeasure inside of collapse slope on this. I wish to conduce in development and research for use technical development of geophysical exploration technique hereafter by executing geophysical exploration in road collapse spot applying through this study.

• 한국산업융합학회 논문집
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• 제20권2호
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• pp.125-132
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• 2017

The slope of the road in the forest area has a characteristic of steep slope, so natural disasters such as slope collapse occur. The slope displacement observation technique according to landslide is being studied as a method to observe a wide area and a method to observe a small area. This is a study on high-precision digital map generation using ground LiDAR. It is possible to create a high - precision digital map by minimizing the US side using the 3D LiDAR in the steep slope area where the GPS and Total Station measurement are difficult in the maintenance of the danger slope area. It is difficult to objectively evaluate whether the contour lines generated by LiDAR are correct and it is considered necessary to construct a test bed for this purpose. Based on this study, if terrain changes such as landslides occur in the future, it will be useful for measuring slope displacement.

• 한국산림과학회지
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• 제84권3호
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• pp.319-332
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• 1995

이 연구는 임도구조(林道構造) 및 강우(降雨) 특성(特性)이 신설임도(新設林道)에서의 초기침식(初期浸蝕)에 미치는 영향(影響)을 구명(究明)하고, 임도신설구역(林道新設區域)에서의 침식량(浸蝕量)을 파악(把握)하기 위하여 서울대학교(大學校) 농생대(農生大) 부속(附屬) 남부연습림(南部演習林) 자운산(自雲山) 지구(地區)에 임도(林道)가 개설(開設)된 구역(區域)을 대상으로 임도신설(林道新設) 직후 2년동안 초(初) 성토사면(盛土斜面), 노면(路面), 측구(側溝) 등 임도(林道) 각(各) 구조부(構造部)에서 발생(發生)되는 침식량(浸蝕量)과 강우(降雨) 및 임도구조(林道構造) 인자(因子)와의 관계(關係)를 조사(調査) 분석(分析)하였다. 임도(林道) 각(各) 구조부(構造部)의 설계(設計) 인자(因子)의 조합(組合)으로 이루어진 다종회귀식(多種回歸式)들은 임도(林道) 각(各) 구조부별(構造部別) 침식량(浸蝕量) 변동(變動) 설명(說明)에 유의(有意)하였다. 이 임도개발구역(林道開發區域)에서 임도신설후(林道新設後) 2년간(年間)(1993~1994)의 임도(林道) 1km당(當) 총침식량(總浸蝕量)은 658.51m/km였으며, 임도(林道) 초기침식량(初期浸蝕量)의 약 21.9%(144.27m/km)는 초기사면(初期斜面)에서, 39.8%(261.89m/km)는 성토사면(盛土斜面)에서 8.1%(53.33m/km)는 노면(路面)에서, 30.2%(199.02m/km)는 측구(側溝)에서 발생되었다.

• 한국지반환경공학회 논문집
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• 제5권4호
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• pp.73-79
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• 2004

도로주변 절토사면 상부에 설치되는 산마루측구는 강우시 상부로부터 흘러내려오는 지표수를 원활히 배수시켜, 절토면으로 유입되는 것을 방지하기 위해 설치한다. 그러나, 산마루측구 설치시 시공여건상 품질관리가 어려워, 절토면 배면으로부터의 지표수를 원활히 배수시키지 못하는 문제점을 안고 있다. 따라서, 본 논문에서는 비탈면 상부에 설치된 산마루측구의 기능을 지반 및 지형조건, 강우조건에 따라 비탈면 안정성에 미치는 영향을 평가함으로써, 현재 설계 시공되고 있는 산마루측구의 설치 적정성을 평가하였다. 평가결과 산마루측구는 평균적으로 강우시 약 3%의 안전율 증대효과가 있는 것으로 검토되었다.

• 지질공학
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• 제19권3호
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• pp.401-408
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• 2009

단양과 가곡을 잇는 기존 구국도 59호선에는 35개소의 절토사면이 존재한다. 본 구간은 도로선형이 복잡하고, 폭이 협소하며, 2002년과 2006년 집중강우의 영향으로 절토사면 붕괴, 산사태, 도로침하 현상이 발생되는 등 위험성이 높아 신설국도를 계획하게 되었다. 2006년 12월 신설국도 공사 중 터널입구부사면이 붕괴되었으며, 상부에 존재하는 군도의 중앙선을 따라 인장균열이 발생되었다. 붕괴원인 파악 및 대책공법 제시를 위해서 면밀한 현장조사 및 인장균열에 대한 모니터링을 실시하였고, 스테레오투영망 해석, 한계평형해석, 유한차분해석을 수행하였다.

• Geomechanics and Engineering
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• 제32권1호
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• pp.111-123
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• 2023

The slope of an open cut tunnel is located above the exit of the Leijia tunnel on the Changgan high-speed railway. During the excavation of the open cut tunnel foundation pit, the slope slipped twice, a large landslide of 92500 m³ formed. The landslide body and unstable slope body not only caused the foundation pit of the open cut tunnel to be buried and the anchor piles to be damaged but also directly threatened the operational safety of the later high-speed railway. Therefore, to study the stability change in the slope of the open cut tunnel under heavy rain and excavation conditions, a 3D numerical calculation model of the slope is carried out by Midas GTS software, the deformation mechanism is analyzed, anti-sliding measures are proposed, and the effectiveness of the anti-sliding measures is analyzed according to the field monitoring results. The results show that when rainfall occurs, rainwater collects in the open cut tunnel area, resulting in a transient saturation zone on the slope on the right side of the open cut tunnel, which reduces the shear strength of the slope soil; the excavation at the slope toe reduces the anti-sliding capacity of the slope toe. Under the combined action of excavation and rainfall, when the soil above the top of the anchor pile is excavated, two potential sliding surfaces are bounded by the top of the excavation area, and the shear outlet is located at the top of the anchor pile. After the excavation of the open cut tunnel, the potential sliding surface is mainly concentrated at the lower part of the downhill area, and the shear outlet moves down to the bottom of the open cut tunnel. Based on the deformation characteristics and the failure mechanism of the landslides, comprehensive control measures, including interim emergency mitigation measures and long-term mitigation measures, are proposed. The field monitoring results further verify the accuracy of the anti-sliding mechanism analysis and the effectiveness of anti-sliding measures.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2022년도 춘계학술대회
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• pp.465-468
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• 2022

교통사고 발생률은 매년 증가하고 있으며 대한민국은 OECD 국가 중에서 상위권에 속한다. 이를 개선하기 위해 다양한 도로교통법이 시행되고 있으며 무인 속도 카메라, 교통단속 카메라 등의 장비를 사용한 다양한 교통단속 방법이 적용되고 있다. 그러나 운전자는 네비게이션을 통해 교통단속 카메라의 위치를 사전 감지하여 단속을 회피함에 따라 불시 단속이 가능한 이동식 단속시스템이 필요하며, 정확한 단속을 위해 도로 측면에서 차량 번호판 인식률을 높일 수 있는 연구가 필요하다. 본 논문에서는 영상처리를 이용한 기울기 보정 알고리즘를 적용하여 도로 측면에서의 차량 번호 인식률을 향상을 위한 방법을 제안한다. 또한 문자 인식 정확도 향상을 위해 CNN 기반의 YOLO 알고리즘을 이용하여 커스텀 데이터 학습을 진행하였다. 해당 알고리즘을 설치 장소에 대한 제약이 없는 이동식 교통단속 카메라 등에 활용 가능할 것으로 기대된다.