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Analysis of Factors Affecting the Comfort of Vehicle Occupants by the Phenomenon of Bridge Head Jumping |
ZHANG Ke-chao1,2, WANG Bo3, LIU Hai-qiang4 |
1. School of Civil Engineering, Chongqing University, Chongqing 400044, China; 2. China-Road Transportation Verification & Inspection Hi-Tech Co., Ltd, Ministry Transport, Beijing, 100088, China; 3. School of Highway, Chang'an University, Xi'an Shaanxi 710064, China; 4. Beijing General Municipal Engineering Design & Research Institute Co., Ltd., Beijing, 100082, China |
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Abstract In order to study the influence of bumping at bridge head on the comfort of vehicle occupants, this paper comprehensively considers the factors such as bridge head drop, driving speed and road horizontal and vertical alignment, and uses Carsim vehicle dynamics simulation software to establish the test road and vehicle model. On this basis, combined with the design experiment of various influencing factors, the four conditions are simulated, and the longitudinal acceleration interference is proposed as the evaluation index. The influence of various factors on the comfort of vehicle occupants in the bridgehead jump section is analyzed, and on this basis, the evaluation effect of the maximum longitudinal acceleration and longitudinal acceleration interference on the comfort of vehicle occupants is compared. The results show that the bridge head drop, vehicle speed and longitudinal slope have obvious influence on occupant comfort, while the curve radius has no obvious influence on occupant comfort. The longitudinal acceleration increases with the increase of bridge head drop and driving speed. The steeper the longitudinal slope of the uphill section is, and the lower the longitudinal acceleration is, the steeper the longitudinal slope of the downhill section is, and the higher the longitudinal acceleration is. When the bridge head drop is greater than 20 mm and the vehicle speed is greater than 100 km/h, the comfort is relatively poor; When the bridge head is located on the uphill section, the influence on comfort is smaller than that on the downhill section. In addition, the maximum longitudinal acceleration and longitudinal acceleration interference can effectively evaluate the comfort of the occupant, and the longitudinal acceleration interference can more effectively guide the actual work. Therefore, in the prevention and control of the impact of vehicle bump at bridgehead on the comfort of passengers, the design stage can adopt the method of controlling the longitudinal slope size, setting the bridgehead at the uphill section, and the operation stage can adopt the method of section speed limit to improve the driving comfort of the section.
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Received: 21 April 2021
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[1] Comprehensive Planning Department of MOT. Statistical Bulletin on Development of Transport Industry in 2019[R]. Beijing:Ministry of Transport of the People's Republic of China, 2019. (in Chinese) [2] LIU H, HAN J, JAWAD S, et al. Literature Review of Causes and Mitigation Techniques for Bumps at Ends of Bridges[C]//Geo-Congress 2020:Geotechnical Earthquake Engineering and Special Topics. Reston:American Society of Civil Engineers, 2020. [3] CAI C S, SHI X M, VOYIADJIS G Z, et al. Structural Performance of Bridge Approach Slabs under Given Embankment Settlement[J]. Journal of Bridge Engineering, 2005, 10(4):482-489. [4] DING Yong, ZHU-GE Ping, XIE Xu, et al. The Numerical analysis of dynamic load in bridge-head bumping considering the contact length between tire and road[J]. Journal of Vibration and Shock, 2013, 32(9):28-34. (in Chinese) [5] HU S, ZHU Y. Impact Evaluation of Vehicle Bumping at Bridge-head on Traffic Safety[C]//14th COTA International Conference of Transportation Professionals. Changsha:[s. n.], 2014:2488-2493. [6] BAI X, XU A, XIANG Q. A Traffic Safety Evaluation Method for Vehicle Bumping at Roadbed-bridge Transition Section[C]//11th International Conference of Chinese Transportation Professionals (ICCTP). Nanjing:[s. n.], 2011:2367-2374. [7] DU Zhi-gang, PAN Xiao-dong, QIU Chao. Research of Driving Safety's Evaluation Index and the Improving Method at Bridge-head of Mountain Highway[J]. Journal of Anhui University of Science and Technology:Natural Science Edition, 2007, 27(2):17-20, 48. (in Chinese) [8] YANG Y, YU C, WU Z, et al. Mitigating the Bridge End Bump Problem:A Case Study of a New Slab System with a Lower Partition Slab-pile Foundation[J]. Advances in Civil Engineering, 2020, 48(1):1-11. [9] CHEN Q, ABU-FARSAKH M. Mitigating the Bridge End Bump Problem:A Case Study of A New Approach Slab System with Geosynthetic Reinforced Soil Foundation[J]. Geotextiles and Geomembranes, 2016, 44(1):39-50. [10] XIANG Yi-qiang, SUN Jun, JIN Fu-gen, et al. Case Study of the Deep-seated Concrete Slab for Settlement Control at Bridge Approach Embankment[J]. Journal of Harbin Institute of Technology, 2010, 42(1):158-162. (in Chinese) [11] YE Shi-xin, QI Chang-guang, CHEN Geng, et al. Case Analysis on Treating the Bridgehead Bump of Highway in Operation[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(S1):281-286. (in Chinese) [12] PAN Xiao-dong, DU Zhi-gang, YANG Xiao-guang. Evaluation Indexes of the Impact of Vehicle Bumping at Bridge-head on Driving Safety[J]. Journal of Tongji University:Natural Science, Edition 2006, 34(5):634-637. (in Chinese) [13] ZHANG Su-ya, ZHAO Teng-fei, ZHOU Jie. Study on Long-short Pile and Reinforced Subgrade in Treating Differential Settlement of Bridgehead[J]. Journal of China & Foreign Highway, 2020, 40(1):17-21. (in Chinese) [14] SUN Jun, XIANG Yi-qiang, TANG Guo-bin, et al. Numerical Analysis on Settlement of EPS Concrete Backfill Adjacent to Abutment on Soft Foundation[J]. Journal of Highway and Transportation Research and Development, 2010, 27(7):46-51. (in Chinese) [15] FENG Zhong-ju, FANG Yi-li, GONG Jian-cheng, et al. Analysis of the Harmful Effect of Vehicle Bump at Bridge head of the Highway and Its Mechanism[J]. Journal of Chang'an University:Natural Science Edition, 1999(4):33-35. (in Chinese) [16] LI Peng. Case Study on Prevention of Settlement of Bridgehead Embankment in Beijing Expressway[D]. Beijing:Beijing University of Technology, 2006. (in Chinese) [17] GUO Yi-an. Vibration Simulation of Vehicle Bumping at Bridge Head Based on ADAMS/Car Ride[J]. Communications Science and Technology Heilongjiang, 2010, 33(9):170-172. (in Chinese) [18] JIANG Y, CHEN B K, THOMPSON C. A Comparison Study of Ride Comfort Indices Between Sperling's Method and EN 12299[J]. International Journal of Rail Transportation, 2019, 7(4):279-296. [19] IOS2631-1-1997, Mechanical Vibration and Shock-Evaluation of Human Exposure to Whole-body Vibration[S]. [20] YANG Shao-wei. Road Survey and Design[M]. 3rd ed. Bejing:China Communications Press, 2009. (in Chinese) [21] NIU Zhao-xia. Research on Comfort Evaluation of Highway Vertical Alignment[D]. Xi'an:Chang'an University, 2005. (in Chinese) [22] YU Zhi-sheng. Automobile Theory[M]. 5th ed. Bejing:China Machine Press, 2009. (in Chinese) [23] SONG Cong-cong. Study on Evaluation Method of Highway Alignment Comfortableness Based on Acceleration Noise[D]. Guangzhou:South China University of Technology, 2017. (in Chinese) [24] ZHANG Chi, WANG Bo, HE Jiu-ping, et al. Traffic Risk Analysis of Ponding Sections on Freeways Based on Driving Dynamics[J]. Journal of Transport Information and Safety, 2019, 37(5):9-17. (in Chinese) |
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