• 제목/요약/키워드: Test Road

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보행자전용도로의 이용목적에 따른 만족요인 연구 (A Study on Satisfaction Factors of Pedestrian Road in Residence District according to Usage Purpose)

  • 염성진
    • 한국환경과학회지
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    • 제20권9호
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    • pp.1205-1212
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    • 2011
  • As serving people's activities, pedestrian road systems are basic and necessary facilities in urban structure. To provide and utilize these pedestrian road systems in residential area would enhance urban environment as well as quality of life. For this reason, pedestrian road should be planned by consideration of people's activity in residential area. Evaluation of existing pedestrian road should be also oriented how people use it and what people do in it. This study amis to investigate functions of pedestrian road system throughout evaluation of user's satisfaction in order to improve better pedestrian road system in residential area. The purposes of this study are to analyze components of factors affecting on user's satisfaction, and to find the relationship among affecting factors. For this study, the on-site questionnaire method was applied to 267 individuals who were collected as the study areas where locate Toyogaoka and Kaidori, Japan. The collected data were clarified exploratory factors, and analyzed relationship between the factors and satisfaction by applying quantitative statistical techniques for the mapping investigation, Mann-Whitney u-test, and correlation. The results of this study are follows. The pedestrian road system is more preferred than surroundings of vehicle roads in residential district area where maintains pedestrian road as open space. In addition, satisfactions of the pedestrian road for each purpose were highly evaluated, because of conformability and convenience for usage. Consequently, the pedestrian road which is secure and greening as an open space is well carried out for the living circulation of residents. It would suggest that pedestrian road have to be managed and planned not a function of circulation but an open space system.

FWD를 이용한 줄눈 콘크리트포장 컬링거동 보정방법의 타당성 연구 (Feasibility Study on Calibration Method of Curling Behavior in Jointed Concrete Pavement Using Falling Weight Deflectometer)

  • 유태석;이재훈
    • 한국도로학회논문집
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    • 제8권3호
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    • pp.155-162
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    • 2006
  • 시험도로 줄눈 콘크리트포장에 대하여 48시간 동안 시간에 따른 처짐의 변화를 측정하였고 이를 이용하여 컬링거동의 보정방안을 도출하였다. 임의 시간 슬래브의 중앙 처짐/줄눈 처짐이 임의 시간 중앙 처짐/기준 시간 중앙 처짐 사이의 관계를 회귀분석을 통해서 얻어내었다. 임의시간에 측정된 처짐으로부터 하루 가운데 최소 처짐이 나타나는 기준시간 처짐으로의 변환은 회귀곡선을 통해 추정 하였고 데이터 축적을 통해 컬링거동 보정 방안의 하나로 제시 할 수 있을 것으로 판단되었다.

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Mechanical properties of stabilized saline soil as road embankment filling material

  • Li Wei;Shouxi Chai;Pei Wang
    • Geomechanics and Engineering
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    • 제37권5호
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    • pp.499-510
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    • 2024
  • In northern China, abundant summer rainfall and a higher water table can weaken the soil due to salt heave, collapsibility, and increased moisture absorption, thus the chlorine saline soil (silty clay) needs to be stabilized prior to use in road embankments. To optimize chlorine saline soil stabilizing programs, unconfined compressive strength tests were conducted on soil treated with five different stabilizers before and after soaking, followed by field compaction test and unconfined compressive strength test on a trial road embankment. In situ testing were performed with the stabilized soils in an expressway embankment, and the results demonstrated that the stabilized soil with lime and SH agent (an organic stabilizer composed of modified polyvinyl alcohol and water) is suitable for road embankments. The appropriate addition ratio of stabilized soil is 10% lime and 0.9% SH agent. SH agent wrapped soil particles, filled soil pores, and generated a silk-like web to improve the moisture stability, strength, and stress-strain performance of stabilized soil.

The thickness of the soft soil layer and canal-side road failure: A case study in Phra Nakhon Si Ayutthaya province, Thailand

  • Salisa Chaiyaput;Taweephong Suksawat;Lindung Zalbuin Mase;Motohiro Sugiyama;Jiratchaya Ayawanna
    • 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.

가속도계를 이용한 노면형상재현 변위신호 생성 (Generation of Displacement Signal for Realizing Road Profile using the Accelerometer)

  • 김종태;김철우;김택현
    • 한국추진공학회지
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    • 제14권2호
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    • pp.39-45
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    • 2010
  • 차량이나 항공기를 개발하는데 있어서 성능과 내구성에 대한 실험은 필수 과정이지만, 이를 위해서는 많은 개발 비용과 시간이 소요되므로 그 대체 방법으로 시뮬레이터를 이용한 실험이 보편화 되고 있다. 특히 노면의 경우 시뮬레이터에 사용할 변위 데이터를 정량화하기 어렵기 때문에 가속도계를 이용하여 노면 데이터를 습득하는 것이 일반적이다. 본 연구에서는 가속도계를 이용하여 습득한 가속도 신호를 변위 신호로 변환하기 위한 소프트웨어를 개발하여 시뮬레이터에 사용되는 변위신호를 생성하였고 이를 토대로 4축 시뮬레이터를 이용한 실험을 통하여 그 타당성을 검증하였다.

도로 주행 중의 비출력 및 가속도 조건을 반영한 차속별 배출계수 연구 (Speed-Based Emission Factor regarding Vehicle Specific Power and Acceleration during On-road Driving)

  • 이태우;길지훈;박준홍;박용희;홍지형;이대엽
    • 한국자동차공학회논문집
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    • 제19권1호
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    • pp.73-81
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    • 2011
  • The performance of emission factor has been validated by comparison with on-road test data. Emission factor, which is a function of vehicle speed, has been acquired based on chassis dynamometer test with NIER driving pattern. Portable Emission Measurement System, PEMS has measured on-road emission. Test vehicle was operated on defined test routes under different driving conditions, and made ten trips along its route. Emission factors properly simulate on-road test result, although there is some drawback to consider variety of driving condition on real world. Vehicle specific power and acceleration have been used to explain the distributed on-road result within same vehicle speed range. The trend in carbon dioxide and nitrogen oxide emission with respect to specific power and acceleration is clear. It has been found that specific power is a good explanatory variable for microscopic analysis for modal test result. Acceleration is good for microscopic as well as macroscopic analysis.

전기이륜차의 도로부하 설정에 관한 연구 (Study of Road Load of Electric Two-Wheeled Vehicle)

  • 길범수;김강출
    • 대한기계학회논문집A
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    • 제35권5호
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    • pp.525-531
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    • 2011
  • 최근 지구환경에 대한 전 세계적인 관심증가에 따른 친환경 이동수단에 대한 수요가 늘고 있다. 휘발유를 에너지원으로 하는 내연기관 이륜차의 경우 소음 공해와 배기가스 배출로 인해 국제적으로 전기이륜차로의 보급을 추진하고 있다. 이에 정확한 전기이륜차 성능평가의 필요성이 증가하고 있다. 전기이륜차의 성능을 평가하는 방법은 도로에서 주행 시험하는 방법과 실내에서 차대동력계를 이용한 시험방법이 있다. 차대동력계는 전기이륜차가 도로에서 주행하는데 받는 주행 저항을 전기모터에 의해 재현시켜 준다. 이때 도로부하 설정은 차대동력계에 의한 시험의 결과에 영향을 준다. 본 논문에서는 차대동력계를 이용한 성능평가의 중요한 설정 값인 도로부하 설정에 대한 방법인 테이블법과 타력주행 시험에 의한 도로부하 설정의 차이에 대해 비교 분석하였다.

Design for AEBS Test Scenario Applying Domestic Traffic Accidents

  • Choi, Yong-Soon;Lim, Jong-Han
    • International journal of advanced smart convergence
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    • 제9권4호
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    • pp.1-7
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    • 2020
  • This study is a study on the development of AEBS test scenarios for traffic accidents in Korea, and was compared and analyzed using the Traffic Accident Analysis Program. To ensure the safety of passengers and pedestrians in traffic accidents, the number of cars equipped with ADAS is increasing rapidly at all car manufacturers in each country. For traffic accidents used in this study, the domestic traffic accident database (ACCC) produced by SAMSONG was used. Domestic traffic accidents differ from overseas traffic accidents in terms of road type, signal system, driver's seat location and number of vehicles. ACCC databases, which supplemented and reinforced these differences, built a database based on the PC-CRASH program. In the study, we analyze the types of accidents to develop comparative scenarios for each type of road and collision type of traffic accidents. When the road types of traffic accidents in Korea were divided into five types and the collision types were divided into six, it was confirmed that the most types of FRONT-SIDE crashes appeared at the intersection. It is expected that the frequency of possible traffic accidents and collision types can be predicted according to the road type in the accident database, we that it can be used as an AEBS test scenario development suitable for the domestic road environment.

순환운동과 전통적 운동이 만성 뇌졸중환자의 보행능력에 미치는 효과 (The Effect of the Circuit Exercise and Conventional Exercise on Walking Ability in Chronic Stroke)

  • 송우석;박민철;심제명
    • 대한물리의학회지
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    • 제5권2호
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    • pp.193-201
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    • 2010
  • Purpose : This study achieved to search the effect of the circuit exercise and conventional exercise on walking ability(walking speed, endurance, dynamic balance, speed, endurance and pedestrian crossing) in chronic stroke. Methods : Since is diagnosed by stroke, to 30 chronic stroke patients who more than 1 year past the 15 circuit exercise group, the 15 conventional exercise group random the circuit exercise group applied circuit exercise 3th 8 weeks each week after neurological treatment because assigning and the conventional exercise group executed round trip walk exercise in parallel bar 3th 8 weeks each week after neurological treatment. The data of 25 patients who complete experimental course were statistically analysed. Results : The results of this dissertation were as following : 1) There were significantly increased after experimental of 10 meter walk test, 6 minutes walk test and Timed "Up and Go" test in circuit exercise group (p<.001). 2) There were significantly increased after experimental of 2, 4 and 6 lane road crossing mobility in Walking circuit exercise group(p<.01). 3) There were significantly differences after experimental of 10 meter walk test, 6 minutes walk test and Timed "Up and Go" test change quantity between circuit exercise group and conventional exercise group(p<.05). 4) There were correlations were found between the TUG test and 2, 4 and 6 lane road (2 lane road; r=.463, p<.01., 4 lane road; r=515, p<.01., 6lane road; r=.710, p<.01), and there were correlations were found between the 10 meter walk test and 6 minutes walk test(r=.595, p<.01), TUG test(r=.662, p<.01) and 6 lane road(r=.527, p<.01). Conclusion : Even if improvement of walk function through training consists in room, transfer of actuality pedestrian crossing is no change outside the room. Because it is much variable of the weather, seasonal factor, temperature, pedestrian number, state of underneath etc. outside the room. Then, in room after direction promotion of walk function to be promotion of walk function in actuality life and need development of connectable training method consider.