Overlay Design of Flexible Pavements Using Benkelman Beam Deflection Method—A Case Study

Author(s):  
Ashwini Prabhu ◽  
S. P. Arpith ◽  
K. K. Vahida ◽  
Dishanth Kumar ◽  
Arunkumar Bhat ◽  
...  
Author(s):  
Mario S. Hoffman

A direct and simple method (YONAPAVE) for evaluating the structural needs of flexible pavements is presented. It is based on interpretation of measured falling-weight deflectometer (FWD) deflection basins using mechanistic and practical approaches. YONAPAVE estimates the effective structural number (SN) and the equivalent subgrade modulus independently of the pavement or layer thicknesses. Thus, there is no need to perform boreholes, which are expensive, time-consuming, and disruptive to traffic. Knowledge of the effective SN and the subgrade modulus together with an estimate of the traffic demand allows the determination of the overlay required to accommodate future needs. YONAPAVE’s simple equations can be solved using a pocket calculator, making it suitable for rapid estimates in the field. The simplicity of the method, and its independence from major computer programs, make YONAPAVE suitable for estimating the structural needs of a road network using FWD data collected on a routine or periodic basis along network roads. YONAPAVE can be used with increased experience and confidence as the basis for nondestructive testing structural evaluation and overlay design at the project level.


2021 ◽  
Vol 50 (2) ◽  
pp. 20200652
Author(s):  
Sagar Ghos ◽  
Syed Ashik Ali ◽  
Musharraf Zaman ◽  
Kenneth R. Hobson ◽  
Matias Mendez Larrain ◽  
...  

Author(s):  
N. R. Avinash ◽  
H. N. Vinay ◽  
D. Prasad ◽  
S. V. Dinesh ◽  
J. K. Dattatreya

2019 ◽  
Vol 271 ◽  
pp. 08003 ◽  
Author(s):  
Karthikeyan Loganathan ◽  
Mayzan Isied ◽  
Ana Maria Coca ◽  
Mena Souliman ◽  
Stefan Romanoschi ◽  
...  

Pavement deflection has been used widely as a nondestructive technique to evaluate the structural capacity of pavements at both network and project levels. Various transportation agencies use several evaluation methods to evaluate the integrity of the pavement layers. Most of these up-to-date developed indices are exclusively based on either central deflections or one deflection point along FWD deflection bowl. However, no standardized method that utilizes the full FWD deflection bowl is available. This study aims to introduce new comprehensive pavement layer deflection and deflection bowl area parameters that are based on the entire FWD deflection bowl rather than one single deflection point and to relate the developed parameters to the field measured distress data. Thirty-five different pavement sections in the State of Texas were utilized in the study. Two comprehensive deflection parameters and a ranking scale were developed that may be utilized for the overall pavement structural condition evaluation.


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