Big Data Analytics with the Multivariate Adaptive Regression Splines to Analyze Key Factors Influencing Accident Severity in Industrial Zones of Thailand: A Study on Truck and Non-Truck Collisions
Abstract
:1. Introduction
2. Materials and Methods
2.1. Method
- = predicted response variable,
- = coefficient of the constant basis function,
- = coefficient of the mth basis function,
- M = number of nonconstant basis functions, and
- = mth basis functions.
- = independent variable
- t = constant denoting knot
- = the order of the spline and the subscript indicates the positive part of the argument.
- N is number of observations
- yi is observation i
- y is predicted response for observation i
- C(M) is complexity penalty function
2.2. Measures for Performance Evaluation
2.3. Data Collection
2.4. Model Evaluation
3. Result and Discussion
3.1. Roadway Characteristics Factor
3.2. Cause of Assumption Factor
3.3. Crash Characteristics Factor
3.4. Weather Conditions Factor
4. Conclusions
5. Limitations and Further Research
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
Appendix A
Variables | Truck | Non-Truck | ||||||
---|---|---|---|---|---|---|---|---|
Severe/Fatal | PDO/Minor | Severe/Fatal | PDO/Minor | |||||
Freq | % | Freq | % | Freq | % | Freq | % | |
Roadway Characteristics Factor | ||||||||
(1) Interchange road/Ramps (1 If crash occurred on interchange road/ramps, 0 Otherwise) | 1 | 1.28 | 77 | 98.72 | 0 | 0.00 | 0 | 0.00 |
(2) Access road (1 if crash occurred on access road, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 6 | 27.27 | 16 | 72.73 |
(3) Wide curved road (1 if crash occurred on wide curved road, 0 Otherwise) | 0 | 0.00 | 35 | 100.00 | 0 | 0.00 | 0 | 0.00 |
(4) Curved road (1 if crash occurred on curved road, 0 Otherwise) | 33 | 10.68 | 276 | 89.32 | 60 | 15.15 | 336 | 84.85 |
(5) Curved slope road (1 if crash occurred on curved slope road, 0 Otherwise) | 23 | 13.53 | 147 | 86.47 | 21 | 15.79 | 112 | 84.21 |
(6) Sharp curve road (1 if crash occurred on sharp curve road, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 4 | 28.57 | 10 | 71.43 |
(7) Expressway (1 if crash occurred on expressway, 0 Otherwise) | 9 | 2.43 | 362 | 97.57 | 0 | 0.00 | 0 | 0.00 |
(8) Straight road (1 if crash occurred on straight road, 0 Otherwise) | 596 | 9.69 | 5554 | 90.31 | 716 | 8.91 | 7319 | 91.09 |
(9) Gradient road (1 If crash occurred on gradient road, 0 Otherwise) | 24 | 21.05 | 90 | 78.95 | 7 | 15.22 | 39 | 84.78 |
(10) T-junction (1 if crash occurred at the T-junction, 0 Otherwise) | 3 | 60.00 | 2 | 40.00 | 14 | 41.18 | 20 | 58.82 |
(11) Y-junction (1 if crash occurred on Y-junction, 0 Otherwise) | 0 | 0.00 | 11 | 100.00 | 0 | 0.00 | 0 | 0.00 |
(12) 4-leg intersection (1 if crash occurred on 4-leg intersection, 0 Otherwise) | 5 | 35.71 | 9 | 64.29 | 0 | 0.00 | 0 | 0.00 |
Cause of Assumption Factor | ||||||||
(13) DUI (1 if driver was under influence of alcohol, 0 Otherwise) | 8 | 23.53 | 26 | 76.47 | 15 | 23.81 | 48 | 76.19 |
(14) Illegal overtaking (1 if driver made an illegal overtaking, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 6 | 24.00 | 19 | 76.00 |
(15) Unfamiliar route (1 if driver was not familiar with the route, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 1 | 7.69 | 12 | 92.31 |
(16) Exceeding the speed limit (1 if driver exceeded the speed limit, 0 Otherwise) | 663 | 10.20 | 5837 | 89.80 | 681 | 8.92 | 6952 | 91.08 |
(17) Tailgating (1 if driver tailgated the vehicle in front, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 9 | 56.25 | 7 | 43.75 |
(18) Wrong direction (1 if driver drove in the wrong direction/against the traffic, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 7 | 41.18 | 10 | 58.82 |
(19) Darting in front of a vehicle (1 if cause was due to darting in front of a vehicle, 0 Otherwise) | 58 | 22.22 | 203 | 77.78 | 59 | 14.43 | 350 | 85.57 |
(20) Overloading (1 if the vehicle was overloaded, 0 Otherwise) | 1 | 4.35 | 22 | 95.65 | 0 | 0.00 | 0 | 0.00 |
(21) Running signs/signals (1 if driver conducted a running signs/signal, 0 Otherwise) | 22 | 32.35 | 46 | 67.65 | 21 | 50.00 | 21 | 50.00 |
(22) Obstruction (1 if obstruction on the road, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 0 | 0.00 | 34 | 100.00 |
(23) Doze Off (1 if driver dozed off, 0 Otherwise) | 23 | 9.20 | 227 | 90.80 | 21 | 10.50 | 179 | 89.50 |
(24) Malfunctioning equipment (1 if the vehicle had malfunctioning equipment, 0 Otherwise) | 9 | 2.81 | 311 | 97.19 | 7 | 3.15 | 215 | 96.85 |
Crash Characteristics Factor | ||||||||
(25) Angle collision (1 if crash type was angle collision, 0 Otherwise) | 9 | 25.71 | 26 | 74.29 | 9 | 45.00 | 11 | 55.00 |
(26) Head-on collision (1 if crash type was head-on collision, 0 Otherwise) | 84 | 48.55 | 89 | 51.45 | 63 | 48.46 | 67 | 51.54 |
(27) Overtaking collision (1 if crash type was collision while overtaking, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 7 | 50.00 | 7 | 50.00 |
(28) Pedestrian collision (1 if crash involved pedestrian, 0 Otherwise) | 24 | 80.00 | 6 | 20.00 | 77 | 68.14 | 36 | 31.86 |
(29) Sideswipe collision (1 if crash type was sideswipe collision, 0 Otherwise) | 4 | 4.26 | 90 | 95.74 | 0 | 0.00 | 0 | 0.00 |
(30) Rear-end collision (1if crash type was rear-end collision, 0 Otherwise) | 412 | 10.50 | 3511 | 89.50 | 278 | 7.32 | 3522 | 92.68 |
(31) Obstruction Collision (1 if the crash was against the obstruction on the road, 0 0therwise) | 46 | 25.56 | 134 | 74.44 | 46 | 23.23 | 152 | 76.77 |
(32) Curved-road rollover (1 if crash type was rollover on a curved road, 0 Otherwise) | 20 | 4.58 | 417 | 95.42 | 57 | 12.93 | 384 | 87.07 |
(33) Straight-road rollover (1 if crash type was rollover on a straight road, 0 Otherwise) | 138 | 4.86 | 2704 | 95.14 | 291 | 7.34 | 3673 | 92.66 |
Weather Conditions Factor | ||||||||
(34) Fine weather (1 if crash occurred under fine weather, 0 Otherwise) | 716 | 10.70 | 5973 | 89.30 | 751 | 9.79 | 6923 | 90.21 |
(35) Rain (1 if crash occurred during rain, 0 Otherwise) | 79 | 6.25 | 1186 | 93.75 | 58 | 5.99 | 911 | 94.01 |
(36) Storm/flooding (1 if crash occurred under Storm/flooding, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 0 | 0.00 | 2 | 100.00 |
(37) Fog/smoke/dust (1 if crash occurred during fog, smoke or dust, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 0 | 0.00 | 3 | 100.00 |
(38) Overcast (1 if crash occurred during overcast weather, 0 Otherwise) | 0 | 0.00 | 0 | 0.00 | 16 | 69.57 | 7 | 30.43 |
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Accuracy | Sensitivity | Specificity | Precision | F1-Score | AUC | |
---|---|---|---|---|---|---|
Non-truck involved crashes | 91.05% | 0.629 | 0.917 | 0.150 | 0.242 | 0.773 |
Truck-involved crashes | 90.32% | 0.641 | 0.906 | 0.074 | 0.133 | 0.774 |
Model | Variable | Coefficients |
---|---|---|
Truck | Intercept | 0.290 |
Roadway Characteristics Factor | ||
Interchange road/Ramps | −0.159 | |
Wide curved road | −0.162 | |
Expressway | −0.138 | |
Straight road | −0.045 | |
Cause of Assumption Factor | ||
Darting in front of a vehicle | 0.058 | |
Malfunctioning equipment | −0.074 | |
Crash Characteristics Factor | ||
Head-on collision | 0.227 | |
Pedestrian collision | 0.529 | |
Sideswipe collision | −0.120 | |
Rear-end collision | −0.135 | |
Curved-road rollover | −0.233 | |
Straight-road rollover | −0.188 | |
Weather Conditions Factor | ||
Rain | −0.031 |
Model | Variable | Coefficients |
---|---|---|
Non-Truck | Intercept | 0.135 |
Roadway Characteristics Factor | ||
Straight road | −0.060 | |
Cause of Assumption Factor | ||
Tailgating. | 0.369 | |
Running signs/signals | 0.310 | |
Obstruction | −0.172 | |
Crash Characteristics Factor | ||
Angle collision | 0.246 | |
Head-on collision | 0.386 | |
Overtaking collision | 0.358 | |
Pedestrian collision | 0.598 | |
Obstruction Collision | 0.126 | |
Weather Conditions Factor | ||
Rain | −0.031 | |
Overcast | 0.414 |
Variables | Truck | Non-Truck | Guidelines |
---|---|---|---|
Roadway Characteristics Factor | |||
Interchange road/Ramps | (−) | Designing the characteristics of an interchange road/ramp for intersections with conflicts and high accident rates | |
Wide curved road | (−) | Increasing the number of lanes for curved sections of the road where there is a higher risk | |
Expressway | (−) | Designing an expressway-like road layout to shorten travel distances and reduce the risk of accidents | |
Straight road | (−) | (−) | Designing a straight road layout to increase visibility and reduce points of risk that lead to accidents |
Cause of Assumption Factor | |||
Darting in front of a vehicle | (+) | (1) Install advanced V2V (Vehicle to Vehicle) devices within vehicles to provide rear-end collision warnings, ensuring a safe following distance. (2) Configure lower speed limits to reduce the severity of injuries in emergency situations. | |
Tailgating. | (+) | (1) Install advanced V2V (Vehicle to Vehicle) devices within vehicles to provide rear-end collision warnings, ensuring a safe following distance. (2) Install road markings to guide drivers and help them maintain a safe following distance. | |
Malfunctioning equipment | (−) | Promoting consistent safe driving behavior in emergency situations. | |
Running signs/signals | (+) | Installing cameras to monitor red-light signals at all intersections to mitigate unsafe driving behavior. | |
Obstruction | (−) | Installing obstruction devices at high-risk points, such as curved or sharp-angle sections. | |
Crash Characteristics Factor | |||
Angle collision | (+) | (1) Promote awareness among drivers about risky scenarios that can lead to increased injuries, such as angled collisions and head-on collisions. (2) Advocate for the use of seatbelts for both drivers and passengers to minimize the severity of injuries. (3) Install Automatic Emergency Braking (AEB) systems to reduce the severity of injuries by automatically applying brakes in emergency situations. (4) Install airbag systems within vehicles to mitigate the severity of injuries. | |
Head-on collision | (+) | (+) | |
Sideswipe collision | (−) | Promote awareness among drivers about risky scenarios that can lead to decreased injuries, such as sideswipe collisions and rear-end collisions. | |
Rear-end collision | (−) | ||
Overtaking collision | (+) | Design roads to enhance safety during overtaking maneuvers and mitigate the risk of collisions during passing. | |
Pedestrian collision | (+) | (+) | (1) Install safety devices for pedestrians. (2) Configure lower speed limits in situations involving pedestrians. |
Obstruction Collision | (+) | Install impact-absorbing barriers designed to reduce the severity of accidents without causing significant damage to vehicles, such as barriers made from Polyethylene plastic. | |
Curved-road rollover | (−) | Promoting skill training for truck drivers to effectively control the steering wheel in the same direction during emergency situations can significantly reduce the severity of injuries resulting from accidents. | |
Straight-road rollover | (−) | ||
Weather Conditions Factor | |||
Rain | (−) | (−) | Promoting responsible driving behavior in continuous rainy weather conditions. |
Overcast | (+) | Install roadside conveniences or additional lighting systems to enhance road safety. |
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Seefong, M.; Wisutwattanasak, P.; Se, C.; Theerathitichaipa, K.; Jomnonkwao, S.; Champahom, T.; Ratanavaraha, V.; Kasemsri, R. Big Data Analytics with the Multivariate Adaptive Regression Splines to Analyze Key Factors Influencing Accident Severity in Industrial Zones of Thailand: A Study on Truck and Non-Truck Collisions. Big Data Cogn. Comput. 2023, 7, 156. https://doi.org/10.3390/bdcc7030156
Seefong M, Wisutwattanasak P, Se C, Theerathitichaipa K, Jomnonkwao S, Champahom T, Ratanavaraha V, Kasemsri R. Big Data Analytics with the Multivariate Adaptive Regression Splines to Analyze Key Factors Influencing Accident Severity in Industrial Zones of Thailand: A Study on Truck and Non-Truck Collisions. Big Data and Cognitive Computing. 2023; 7(3):156. https://doi.org/10.3390/bdcc7030156
Chicago/Turabian StyleSeefong, Manlika, Panuwat Wisutwattanasak, Chamroeun Se, Kestsirin Theerathitichaipa, Sajjakaj Jomnonkwao, Thanapong Champahom, Vatanavongs Ratanavaraha, and Rattanaporn Kasemsri. 2023. "Big Data Analytics with the Multivariate Adaptive Regression Splines to Analyze Key Factors Influencing Accident Severity in Industrial Zones of Thailand: A Study on Truck and Non-Truck Collisions" Big Data and Cognitive Computing 7, no. 3: 156. https://doi.org/10.3390/bdcc7030156