Evaluation of Support Conditions Under Jointed Concrete Pavement Slabs

2009 ◽  
pp. 455-455-18 ◽  
Author(s):  
JA Crovetti ◽  
MR Tirado-Crovetti
Keyword(s):  
Concrete Pavement ◽  
Jointed Concrete Pavement ◽  
Support Conditions

Development of a New Faulting Model in Jointed Concrete Pavement using LTPP Data

2019 ◽  
Vol 2673 (5) ◽  
pp. 407-417 ◽  
Author(s):  
Yu Chen ◽  
Robert L. Lytton
Keyword(s):  
Prediction Models ◽  
Information Criterion ◽  
Concrete Pavement ◽  
Pavement Design ◽  
Ride Quality ◽  
Related Factors ◽  
Pavement Roughness ◽  
Proposed Model ◽  
Jointed Concrete Pavement ◽  
Two Stages

Faulting is a major and commonplace distress in jointed concrete pavement (JCP) that can directly cause pavement roughness and adversely influence the ride quality of a vehicle. Faulting also plays an essential role in concrete pavement design. Notwithstanding the importance of faulting, the accuracy and reasonability of the faulting prediction models that have been developed to date remain controversial. Furthermore, the process of faulting over time is still not fully understood. This paper proposes a novel mechanistic-empirical model to estimate faulting depth at joints in the wheel path in JCP. Two stages within the process of faulting were revealed by the model and are introduced in this study. To distinguish the two stages of faulting, an inflection point, as a critical faulting depth, was directly determined by this model and suggested to be an indicator of the initiation of erosion for concrete pavement design. The proposed model was proven accurate and reliable by using long-term pavement performance data. The parameters in the model were statistically calibrated with performance-related factors by Akaike’s Information Criterion for variable selection and performing stepwise regression.

Novel Assessment Method for Support Conditions of Concrete Pavement under Traffic Loads using Distributed Optical Sensing Technology

2020 ◽  
Vol 2674 (4) ◽  
pp. 42-56
Author(s):  
Mengyuan Zeng ◽  
Difei Wu ◽  
Hongduo Zhao ◽  
Hui Chen ◽  
Zeying Bian
Keyword(s):  
Frequency Spectrum ◽  
Assessment Method ◽  
Concrete Pavement ◽  
The Novel ◽  
Moving Loads ◽  
Traffic Loads ◽  
Sensing Technology ◽  
Novel Method ◽  
Support Conditions ◽  
The Impact

Loss of support is a common concrete pavement distress that may affect pavement performance directly. Previous studies have proved that vibration-based methods have the potential for detecting loss of support in a more efficient way but this is limited by loading conditions. This paper presents a further study concerning the effects of moving loads and proposes a novel method for assessing support conditions of concrete pavement under traffic loads using distributed optical vibration sensing technology. First, finite element analysis and laboratory tests were conducted to investigate the impact of loss of support on pavement vibration induced by moving loads with reference to the frequency spectrum. The impact of loading conditions, including loading position and speed, was also studied using the same methods. The results indicate that both loss of support and loading characteristics have a considerable effect on the distribution of the frequency spectrum. It is proved that weighted frequency can be utilized for assessment of support conditions under a specific loading condition. It is suggested the loading position needs to be close to the measurement point (distance < 0.3 m) to obtain stable and reliable data for assessment of support conditions. In addition, the loading speed should be adequately fast and steady (4 to 5 m/s) to ensure the significance of the effect of loss of support. A field test was conducted in an airport, and the novel assessment method was validated by comparing it with a conventional deflection-based method. The novel method proved to be reliable for implementation in practice.

scholarly journals Estimation of Critical Stress in Jointed Concrete Pavement

2013 ◽  
Vol 104 ◽  
pp. 208-217 ◽  
Author(s):  
Swati Roy Maitra ◽  
K.S. Reddy ◽  
L.S. Ramachandra
Keyword(s):  
Critical Stress ◽  
Concrete Pavement ◽  
Jointed Concrete Pavement
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