Journal ArticleDOI
Stress predictions for flexible pavement systems
Reed B. Freeman,Milton E. Harr +1 more
TLDR
In this paper, a method for predicting stresses in pavements under vehicular loadings is proposed, which characterizes each pavement layer by a coefficient of lateral stress, which is similar to the commonly used coefficients of lateral earth pressure (K).Abstract:
The present study proposes a method for predicting stresses in pavements under vehicular loadings. The proposed method characterizes each pavement layer by a coefficient of lateral stress, which is similar to the commonly used coefficient of lateral earth pressure (K). Stress predictions found by the proposed method are compared with stress predictions calculated by conventional linear elastic techniques. Each conventional solution is shown to represent a special case of the more global proposed solution. Several instrumented test sections are explored to determine coefficients of lateral stress for common paving materials.read more
Citations
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Triaxial behaviour of ballast and the role of confining pressure under cyclic loading
TL;DR: In this article, a series of large-scale, high-frequency, drained, cyclic triaxial tests were conducted to examine the deformation (permanent and resilient) and degradation response of railway ballast.
Journal ArticleDOI
Settlements and stresses of multi-layered grounds and improved grounds by equivalent elastic method
TL;DR: In this paper, an equivalent elastic method was proposed to predict settlements and stresses of multi-layered ground and improved ground. But the method was not able to describe properly the characteristics of distributions for settlements and vertical stresses in multilayered ground.
Journal ArticleDOI
The effect of construction pattern and unit interlock on the structural behaviour of block pavements
TL;DR: In this article, a better understanding of the interaction between paving blocks, bedding sand and subbase was necessary in order to determine the mode of failure of pavements under load, and increasing applied stress was found to mobilise "rotational interlock", providing increased pavement stiffness and thus increased load dissipation resulting in lower transmitted stress on the subgrade.
The development and verification of a pavement response and performance model for unbound granular pavements
Abstract: ........................................................................................................................i Acknowledgements ......................................................................................................ii Dedication ....................................................................................................................ii Chapter
Journal ArticleDOI
Application of the two-layer system theory to calculate the settlements and vertical stress propagation in soil reinforcement with geocell
TL;DR: In this paper, a generalized equation for determining the surface settlements of the geocell-reinforced soil layer and the vertical stresses propagated to the foundation subgrade at the layers interface, on the subgrade.
References
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Book
Application des potentiels : à l'etude de l'equilibre et du mouvement des solides élastiques
J. Boussinesq,M. Albert Caquot +1 more
Book
Reliability-Based Design in Civil Engineering
TL;DR: The Genie civil reference record was created on 2004-09-07, modified on 2016-08-08 as mentioned in this paper, and was used for the verification of Fiabilite Dimensionnement.
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Geotechnical Instrumentation for Monitoring Field Performance
TL;DR: In this paper, the authors provide a guide to the entire process of geotechnical instrumentation, showing where to monitor safety and performance, and what benefits can be achieved, and how construction specifications should be written.
Journal ArticleDOI
The General Theory of Stresses and Displacements in Layered Systems. I
TL;DR: In this article, a general theory of stresses and displacements in a two-layer system is developed in order to provide the engineer with a useful tool which is more directly applicable to the analysis of actual conditions encountered in soil deposits.
Book
Modelling Flexible Pavement Response and Performance
TL;DR: In this article, different analytical models, including Finite Element and Distinct Element Methods, are described and their shortcomings and their lack of validation are discussed, and equally important models of structural and functional deterioration, and how these may be combined with climatic variations and dynamic loading in a stochastic simulation of pavement deterioration.
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