Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2022, Vol. 59 Issue (1) :111-117    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
On Influence of the Shading Shed on the Driver′s Light-dark Adaptation at Tunnel Entrances and Exits
(1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031; 2. Key Laboratory of Transportation Tunnel Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu 610031; 3. CCCC First Highway Consultants Co., Ltd.,Xi'an 710000; 4. Graduate School of Tangshan, Southwest Jiaotong University, Tangshan 063000 )
Download: PDF (3128KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract In order to study the characteristics of driver′ s light-dark adaptation at tunnel entrance/exit sections and the influence of shading shed on the adaptation process, this paper is based on the Zijing tunnel (without shading shed) and Balangshan tunnel (with shading shed) to conduct real vehicle driving tests, in which the distribution law of light-dark adaptation and the buffering effect of the shading shed on the light-dark adaptation process at tunnel entrance/exit sections are analyzed by taking the driver′s pupil diameter and the variation rate of pupil diameter as evaluating indicators. The study results show that over 90% of the dark adaptation process and over 54.61% of the light adaptation process occur inside the tunnel; during the dark adaptation at the tunnel entrance section, the maximum pupil diameter change rate decreases by 4.84% when the time passing through the shading shed is 2 seconds and by 33.58% when the time passing through the shading shed is 5 seconds; during the light adaptation at the tunnel exit section, the maximum pupil diameter change rate decreases by 38.75% when the time passing through the shading shed is 2 seconds and by 49.97% when the time passing through the shading shed is 5 seconds.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
KeywordsHighway tunnel   Tunnel entrance and exit   Light-dark adaptation   Pupil diameter   Shading shed     
Abstract: In order to study the characteristics of driver′ s light-dark adaptation at tunnel entrance/exit sections and the influence of shading shed on the adaptation process, this paper is based on the Zijing tunnel (without shading shed) and Balangshan tunnel (with shading shed) to conduct real vehicle driving tests, in which the distribution law of light-dark adaptation and the buffering effect of the shading shed on the light-dark adaptation process at tunnel entrance/exit sections are analyzed by taking the driver′s pupil diameter and the variation rate of pupil diameter as evaluating indicators. The study results show that over 90% of the dark adaptation process and over 54.61% of the light adaptation process occur inside the tunnel; during the dark adaptation at the tunnel entrance section, the maximum pupil diameter change rate decreases by 4.84% when the time passing through the shading shed is 2 seconds and by 33.58% when the time passing through the shading shed is 5 seconds; during the light adaptation at the tunnel exit section, the maximum pupil diameter change rate decreases by 38.75% when the time passing through the shading shed is 2 seconds and by 49.97% when the time passing through the shading shed is 5 seconds.
KeywordsHighway tunnel,   Tunnel entrance and exit,   Light-dark adaptation,   Pupil diameter,   Shading shed     
Received: 2021-03-25;
Cite this article:   
.On Influence of the Shading Shed on the Driver′s Light-dark Adaptation at Tunnel Entrances and Exits[J]  MODERN TUNNELLING TECHNOLOGY, 2022,V59(1): 111-117
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2022/V59/I1/111
 
No references of article
[1] CUI Guangyao1 JIANG Mengxin1 WANG Mingsheng2.Anti-seismic Effect of Fiber-reinforced Concrete Lining at Tunnel Portals in High-intensity Seismic Areas[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 207-213
[2] WU Mingfang CHUN Junwei.Comprehensive Treatment Scheme and Design Suggestions on Inverted Arch Defects in Water-rich Soft Rock Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 233-243
[3] LU Guannan1 WANG Peng1 YANG Yun2 MAO Chengjun3 WU Yongjing4 WU Jianfeng3.Review of Researches on Groundwater Seepage Induced Crystallization and Blockage Mechanism and Scale Inhibition Technology in the Tunnel Drainage System in Karst Areas[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 11-20
[4] LI Wulun JIANG Zhengquan.Research on Machinery Matching Design and Process Standardization Control in Tunnelling by Drilling and Blasting Method[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 210-217
[5] CHEN Zhiying NIU Guoqing WANG Shumeng GUO Chenwei.Study of the Optimization of Air Curtain Parameters in Tunnelling Based on Orthogonal Simulation Test[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 114-121
[6] ZHANG Lili1 LANG Songjun1 DENG Lin2 ZANG Cheng3.Study on the Triaxial Compression Mechanical Properties and Damage Constitutive Model of Tunnel Sandstone in Seasonal Frozen Regions[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(4): 95-103
[7] ZHOU Feilong1 CHEN Quansheng1 JIA Shuaidong1 WEI Yongbing1 WU Yan2.Study on the Ventilation Characteristics of High Drop and Spiral Tunnels during Operation Period[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(4): 150-156
[8] YANG Linsong1 LIU Jiguo1 SHU Heng1 WU Shidong2 SONG Ming1 LI Jin1 WANG Xuetao2,3.Centrifugal Model Test on Construction Process of a Super Large Diameter Shield Tunnel Passing under Existing Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(4): 170-177
[9] DU Yi CHENG Qiang.Study and Analysis of the Mechanism of Gas Emission (Outburst) in Miyaluo No.3 Tunnel on Wenchuan-Maerkang Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(4): 203-209
[10] WAN Zheng1 ZHANG Xuemin1 FENG Han1 OU Xuefeng2 ZHOU Xianshun1.On the Causes and the Control Measures of the Tunnel Inverted Arch Heaving in Water-rich Coal Measure Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 216-222
[11] ZHANG Xiaojian1 LIANG Bo1,2 ZHONG Shengming1,3.Study on the Influence of Environmental Factors on the Brightness Value L20(S) outside Highway Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 70-78
[12] WANG Chunhe1,2 ZHU Fuqiang3 LUO Xing4 ZHANG Chuankui1,2 TIAN Junling3 LI Hepeng2 GUO Yifei4.Study on Construction Risk Assessment of Tunnel Reconstruction and Expansion Works[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(2): 63-70
[13] QIN Pengcheng1 WANG Mingnian1 BAO Yifan1 CHEN Jinyu1,2 YAN Tao1 CHEN Zhanwen1.Study on Drivers′ Eye Movement Characteristics Affected by the Fatigue Mitigation Light Belt in Highway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(1): 197-202
[14] ZHANG Quan1 JIANG Annan1 WU Hongtao2 DUAN Longmei2.Research on Optimization of Tunnel Cyclic Advance Rate Based on Ubiquitous Joint Model[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 70-77
[15] BAO Yifan1,2 WANG Mingnian1,2 QIN Pengcheng1,2 CHEN Jinyu1,3 YAN Tao1 HAN Changling4.Design of the Shading Shed for Highway Tunnel Groups Based on the Visual Adaptation Curve[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 120-126
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY