Artificial neural network approach for overlay design of flexible pavements
نویسنده
چکیده
Pavements are constructed to deteriorate because of many factors such as traffic loading, material related factors, climate, and other environmental factors. In order to preserve these investments, a maintenance program should be carried out at right time and right places. One of the most important maintenance activities is asphalt overlays. Designing an overlay is more challenging since it restricts the pavement design engineer to a vast number of boundary conditions that must be observed and designed for. The most important factor in this process is the assessment of the existing pavement structural capacity, and relating it to the new overlay. The process becomes more complicated when considering environmental changes of the pavement materials. Such process should be implemented using a computer model to overcome complexity procedures, repeated tasks and time consuming. An artificial neural network approach can be used for the elimination of this drawback. This study presents an attempt to apply artificial neural network to recommend pavement overlay thickness based on learning from Mechanistic-Empirical overlay design cases. Results of this study reveal that artificial neural network is appropriate for implementation in calculating flexible overlay thickness based on mechanistic-based design procedure.
منابع مشابه
Application of Artificial Neural Networks for Analysis of Flexible Pavements under Static Loading of Standard Axle
In this study, an artificial neural network was developed in order to analyze flexible pavement structure and determine its critical responses under the influence of standard axle loading. In doing so, more than 10000 four-layered flexible pavement sections composed of asphalt concrete layer, base layer, subbase layer, and subgrade soil were analyzed under the impact of standard axle loading. P...
متن کاملNeural networks based models for mechanistic-empirical design of rubblized concrete pavements
Rubblization is an in-place rehabilitation technique that involves breaking the concrete pavement into pieces. This process results in a structurally sound, rut resistant base layer which prevents reflective cracking (by obliterating the existing concrete pavement distresses and joints) that can then be overlaid with Hot-Mix Asphalt (HMA). The design of the structural overlay thickness for rubb...
متن کاملStructural Characterization of Iowa's Rubblized PCC Pavements
Rubblization is considered one of the sustainable surface preparation techniques before placing a hot mix asphalt (HMA) overlay that involves breaking the concrete pavement into pieces. The design of the structural overlay thickness for rubblized projects is difficult as the resulting structure is neither a true rigid pavement nor a true flexible pavement. The most important aspect of the desig...
متن کاملDetermining the Relative Importance of Parameters Affecting Concrete Pavement Thickness
Spending costs in construction of road pavements has turned this subject into one of the significant points in transportation infrastructure of countries. Concrete slabs consider as a paving method with ability of reducing the rehabilitation needs. Therefore, to manage costs and optimize the thickness of concrete pavements, recognizing the amount of determinative factors’ influence will be requ...
متن کاملModeling for Prediction of Characteristic Deflection of Flexible Pavements- Comparison of Models based on Artificial Neural Network and Multivariate Regression Analysis
Pavement surface deflection of a highway is a primary factor for evaluating the pavement strength of a flexible pavement. Benkelman Beam Deflection (BBD) technique is widely used in the country for evaluating the structural capacity of an existing flexible pavement as also for estimation and design of overlays for strengthening of a weak pavement. The field test for measuring the surface deflec...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید
ثبت ناماگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید
ورودعنوان ژورنال:
- Int. Arab J. Inf. Technol.
دوره 6 شماره
صفحات -
تاریخ انتشار 2009