Seungwon Jeong

Dr. Seungwon Jeong

orcid

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

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

Representative Publications

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1 June 2019 in Accident Analysis & Prevention
Verified
Journal Article
Closed access
JCJaisung Choi
Jaisung Choi
Richard TayRichard Tay
Richard Tay
SKSangyoup Kim
Sangyoup Kim
SJSeungwon Jeong
Seungwon Jeong

2 September 2019 in Applied Sciences
Verified
Journal Article
Open access
PDF file
JCJaisung Choi
Jaisung Choi
Richard TayRichard Tay
Richard Tay
SKSangyoup Kim
Sangyoup Kim
SJSeungwon Jeong
Seungwon Jeong
JKJeongmin Kim
Jeongmin Kim
THTae-Young Heo
Tae-Young Heo
Hard shoulder running (HSR) has been increasingly used as a sustainable and viable way to increase road capacity. This study investigated the safety effect of HSR on freeways in South Korea using the empirical Bayes method. This study found an increase in the total number of crashes. In terms of crash severity, a higher proportion of crashes (25.3%) on 2(3)-lane sections were found to be serious (involving injuries and/or fatalities) compared to those on 4(5)-lane sections (3.6%). Also, a positive relationship was found between the length of the hard shoulder running and changes in crash frequencies. Thus, hard shoulder running on lengthy 2(3)-lane freeways should be avoided.

1 November 2017 in Accident Analysis & Prevention
Verified
Journal Article
Closed access
JCJaisung Choi
Jaisung Choi
Richard TayRichard Tay
Richard Tay
SKSangyoup Kim
Sangyoup Kim
SJSeungwon Jeong
Seungwon Jeong

18 July 2024 in Applied Sciences
Verified
Journal Article
Open access
PDF file
SJSeungwon Jeong
Seungwon Jeong
Dongmin LeeDongmin Lee
Dongmin Lee
This study aims to investigate left- and right-side merging sections on urban underground roads based on virtual reality driving simulator experiments. The behaviors investigated were changed by acceleration lane in the merging section, including 100, 120, and 140 m, considering current design guidelines. Typically, lane changing behavior was studied based on experiments using speed and lateral placement on driving. The behavior of more speed reduction in merging sections occurred in left-side merging than in right-side merging sections. In the left-side merging sections, speed reduction and acceleration rate decreased with the length of the acceleration lane. In the cases with relatively long acceleration lanes, lane changing locations for left-side merging sections were more sensitive than those of right-side merging sections. Some results from the driving simulator experiments show that road geometric design based on left-side merging sections might have more risk situations due to driver expectation and behaviors. This article provides technical knowledge to be applied to the acceleration lanes of left-side merging sections that extend 1.4 times longer than the usual road designs.