Mechanistic-empirical models for better consideration of subgrade and unbound layers influence on pavement performance

X Luo, F Gu, Y Zhang, RL Lytton, D Zollinger - Transportation Geotechnics, 2017 - Elsevier
It has been reported that the pavement performance predicted by the current mechanistic-
empirical pavement design shows low or no sensitivity to subgrade and unbound layers …

Developing an optimized faulting prediction model in Jointed Plain Concrete Pavement using artificial neural networks and random forest methods

M Ehsani, F Moghadas Nejad… - International journal of …, 2023 - Taylor & Francis
Predicting faulting failure is useful in the optimal concrete pavement design. In this study,
artificial neural networks and the random forest method have been used to predict the …

Load transfer characteristics of dowel bar system in jointed concrete pavement

SR Maitra, KS Reddy… - Journal of Transportation …, 2009 - ascelibrary.org
In a jointed concrete pavement, the dowel bar system and the aggregate interlock are two
mechanisms for transferring wheel loads from one panel to the adjacent panel. The …

Load transfer characteristics of aggregate interlocking in concrete pavement

SR Maitra, KS Reddy… - Journal of Transportation …, 2010 - ascelibrary.org
This paper presents a finite-element model of a jointed concrete pavement with aggregate
interlocking load transfer system. Interlocking mechanism has been modeled by a set of …

New laboratory-based mechanistic–empirical model for faulting in jointed concrete pavement

YS Jung, DG Zollinger - Transportation research record, 2011 - journals.sagepub.com
Faulting is associated with many design-and performance-related factors of concrete
pavement, such as traffic load, joint spacing, load transfer, drainage, subbase friction, and …

Development of a mechanistic-empirical structural design procedure for continuously reinforced concrete pavements

O Selezneva, C Rao, MI Darter… - Transportation …, 2004 - journals.sagepub.com
The concepts and approach used to develop a mechanistic-empirical structural design
procedure for continuously reinforced concrete pavements (CRCP) are presented. Key …

Crack width measurements in continuously reinforced concrete pavements

ER Kohler, JR Roesler - Journal of Transportation Engineering, 2005 - ascelibrary.org
Crack width is a key pavement performance parameter in continuously reinforced concrete
pavements (CRCP) because it controls the shear transfer between adjacent slabs. Several …

Test method and model development of subbase erosion for concrete pavement design

Y Jung, DG Zollinger… - Transportation research …, 2010 - journals.sagepub.com
The erosion of material beneath a concrete slab is an important performance-related factor.
If applied to the selection of base materials, this factor can enhance the overall design …

[PDF][PDF] Subbase and subgrade performance investigation for concrete pavement

Y Su Jung, DG Zollinger, M Won… - … Rep No FHWA/TX-09/0 …, 2009 - static.tti.tamu.edu
Recently, TxDOT has become increasingly aware of the rising cost associated with the use
of asphalt concrete bond breakers to meet the FHWA requirement of using a permanently …

Investigation of settlement of a jointed concrete pavement

DH Chen, M Won, F Hong - Journal of performance of constructed …, 2009 - ascelibrary.org
A section of jointed concrete pavement on US 75, which was built from 1982 to 1985, in the
Paris District of the Texas Department of Transportation (TxDOT) experienced severe …