Javascript must be enabled to continue!
Evaluation Method for the Impacts of Truck Platoons Lateral Control on Pavement Performance
View through CrossRef
<div class="section abstract"><div class="htmlview paragraph">The introduction of autonomous truck platoons is expected to result in drastic
changes in operational characteristics of freight shipments, which may in turn
have significant impacts on efficiency, energy consumption, and infrastructure
durability. Since the lateral positions of autonomous trucks traveling
consecutively within a lane are fixed and similar (channelized traffic), such
platooning operations are likely to accelerate damage accumulation within
pavement structures. To further advance the application of truck platooning
technology in various pavement environments, this study develops a flexible
evaluation method to evaluate the impact of lateral arrangement within
autonomous truck platoons on asphalt pavement performance. This method
simplifies the impact of intermittent axle load applications along the driving
direction within a platoon, supporting platoon controllers in directly
evaluating pavement damage for different platoon configurations. Specifically, a
truck platoon axle load lateral distribution function is proposed to
characterize the cumulative damage effects of the platoon on the pavement,
enabling the analysis of rutting performance and longitudinal tensile stress at
the bottom layer under varying platoon offset values and distribution patterns.
Case study analyses demonstrate the application of this evaluation method,
validating its feasibility. The results reveal that the uniform offset lateral
distribution scheme causes less structural damage to the pavement. When wheel
path overlap is minimized and a tighter wheel path distribution is achieved, it
can effectively reduce pavement structural damage.</div></div>
SAE International
Title: Evaluation Method for the Impacts of Truck Platoons Lateral Control
on Pavement Performance
Description:
<div class="section abstract"><div class="htmlview paragraph">The introduction of autonomous truck platoons is expected to result in drastic
changes in operational characteristics of freight shipments, which may in turn
have significant impacts on efficiency, energy consumption, and infrastructure
durability.
Since the lateral positions of autonomous trucks traveling
consecutively within a lane are fixed and similar (channelized traffic), such
platooning operations are likely to accelerate damage accumulation within
pavement structures.
To further advance the application of truck platooning
technology in various pavement environments, this study develops a flexible
evaluation method to evaluate the impact of lateral arrangement within
autonomous truck platoons on asphalt pavement performance.
This method
simplifies the impact of intermittent axle load applications along the driving
direction within a platoon, supporting platoon controllers in directly
evaluating pavement damage for different platoon configurations.
Specifically, a
truck platoon axle load lateral distribution function is proposed to
characterize the cumulative damage effects of the platoon on the pavement,
enabling the analysis of rutting performance and longitudinal tensile stress at
the bottom layer under varying platoon offset values and distribution patterns.
Case study analyses demonstrate the application of this evaluation method,
validating its feasibility.
The results reveal that the uniform offset lateral
distribution scheme causes less structural damage to the pavement.
When wheel
path overlap is minimized and a tighter wheel path distribution is achieved, it
can effectively reduce pavement structural damage.
</div></div>.
Related Results
An approach to integrate GPR thickness variability and roughness level into pavement performance evaluation
An approach to integrate GPR thickness variability and roughness level into pavement performance evaluation
<p>It is a truism that pavements deteriorate due to the combined effects of traffic loads and environmental conditions. The manner or ability of a road to meet the de...
Development of a Continuous Testing Device for Pavement Structure Bearing Capacity
Development of a Continuous Testing Device for Pavement Structure Bearing Capacity
Pavement structure bearing capacity is an important evaluation parameter in pavement design, construction, maintenance management, and reconstruction, and is generally expressed by...
KINERJA MODEL PERKERASAN JALAN DENGAN BLOK PENGAKU
KINERJA MODEL PERKERASAN JALAN DENGAN BLOK PENGAKU
One of the factors causing the cracking of rigid pavement surfaces for roadways is the occurrence of tensile stresses due to vehicle wheel loads that exceed the tensile stresses of...
Nondestructive data analysis for pavement profile evaluation
Nondestructive data analysis for pavement profile evaluation
<p>Highway pavements serve the need for safe transportation of human being and freights, so their condition deserves continuous monitoring and assessment. However, pa...
Decision-making system and verification of pavement diseases treatment scheme for highway reconstruction and extension
Decision-making system and verification of pavement diseases treatment scheme for highway reconstruction and extension
Abstract
Based on the case of a highway reconstruction and extension project in Guangdong Province, a decision-making system for the treatment of the old pavement...
State of the practice in pavement structural design/analysis codes relevant to airfield pavement design
State of the practice in pavement structural design/analysis codes relevant to airfield pavement design
An airfield pavement structure is designed to support aircraft live loads for a specified pavement design life. Computer codes are available to assist the engineer in designing an ...
Dynamic Strain Response of Hot-Recycled Asphalt Pavement under Dual-Axle Accelerated Loading Conditions
Dynamic Strain Response of Hot-Recycled Asphalt Pavement under Dual-Axle Accelerated Loading Conditions
Accelerated pavement testing (APT) is an effective method to study the long-term performance of pavement. Therefore, the dynamic strain behavior analysis of asphalt pavement has im...
Penal practices of partisans in the Kaunas Region (1944–1952). Part II
Penal practices of partisans in the Kaunas Region (1944–1952). Part II
Part 1 of this Article analyses campaigns of the partisans in Kaunas county and Kaunas city that took place in 1944-1945. Kaunas county geographically was a midpoint of Lithuania, ...

