Haoran Zheng

Haoran Zheng


Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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5 November 2023 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
SWShoushuo Wang
Shoushuo Wang
ZDZhigang Du
Zhigang Du
HZHaoran Zheng
Haoran Zheng
LHLei Han
Lei Han
XXXinhai Xia
Xinhai Xia
SHShiming He
Shiming He

3 December 2023 in Accident Analysis & Prevention
Verified
Journal Article
Closed access
HZHaoran Zheng
Haoran Zheng
ZDZhigang Du
Zhigang Du
SWShoushuo Wang
Shoushuo Wang

24 October 2024 in Accident Analysis & Prevention
Verified
Journal Article
Closed access
SWShoushuo Wang
Shoushuo Wang
LHLei Han
Lei Han
ZDZhigang Du
Zhigang Du
SHShiming He
Shiming He
HZHaoran Zheng
Haoran Zheng
Fangtong JiaoFangtong Jiao
Fangtong Jiao

10 October 2023 in Journal of Traffic and Transportation Engineering (English Edition)
Verified
Journal Article
Open access
LHLei Han
Lei Han
ZDZhigang Du
Zhigang Du
HZHaoran Zheng
Haoran Zheng
FXFuqiang Xu
Fuqiang Xu
JMJialin Mei
Jialin Mei

30 March 2024 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
HZHaoran Zheng
Haoran Zheng
SRSoora Rasouli
Soora Rasouli
ZDZhigang Du
Zhigang Du
SWShoushuo Wang
Shoushuo Wang

7 May 2021 in Sustainability
Verified
Journal Article
Open access
PDF file
Fangtong JiaoFangtong Jiao
Fangtong Jiao
ZDZhigang Du
Zhigang Du
HZHaoran Zheng
Haoran Zheng
SWShoushuo Wang
Shoushuo Wang
HLHan Lei
Han Lei
CCCan Chen Chen
Can Chen Chen
The increase in the number of traffic accidents due to the increasing number of urban underpass tunnels necessitate a better investigation of drivers’ visual characteristics when entering the tunnels. A total of 20 drivers were gathered to perform a real vehicle experiment in an urban underpass tunnel. The saccade angle, saccade frequency, and fixation time were selected as the research indexes. The urban underpass tunnel entrance was divided into five sections, namely the external straight line section, the upper half of the ramp, the lower half of the ramp, the shading shed section, and the entrance inner section. The results showed that the saccade angle and frequency of the ramp were significantly smaller than that of the external straight line and the tunnel interior, and the saccade range in front of the entrance was more concentrated. The changes in fixation time and the difference range of 15th-85th fixation time threshold in each section were analyzed. The fixation time of all sections was distributed within the range of 149.476 to 475.414 ms. The driver’s fixation was more and more concentrated when the sidewalls were higher and closer to the portal.