Falling weight deflectometer (FWD) as well as the cores extracted from the concrete road slab were tested in the early days on plain cement concrete pavements which were laid in the Mumbai city. Before crushing the concrete cores the test of ultra sonic pulse velocity (UPV) was carried out. It was observed from the tests carried out that the deflections were within the limits set up by Indian codes as well as research carried out in other parts of world. Apart from it the concrete pavement model is also necessary to check the stresses and strain. The different components of stress and strain are observed through the graphics of software. The present paper consists of the stress, strain and deformation of the model after vehicular loads
A new pavement design procedure, known as the Mechanistic-Empirical Design Guide (MEPDG), is in deve...
Pervious concrete pavements (PCP) are increasingly recognized and used as a best management practice...
Often the natural ground or soil is not mechanically strong enough to withstand the repeated applic...
Although the construction of block pavements has grown fast in the last decades, there is still a ne...
Rigid pavements are those which posses note worthy flexural strength or flexural rigidity. The stres...
Whilst there has been a great deal of research conducted on concrete pavement performance and deteri...
The concrete pavement is modeled and anlysed using ANSYS 11.0. The finite element analysis of concre...
The performance of concrete roads can be monitored in different ways. In order to achieve the contin...
In the present work, analysis of concrete pavements using ANSYS software has been attempted. ANSYS i...
Pervious concrete pavements (PCP) are increasingly recognized and used as a best management practice...
Residual stresses in rigid pavements diminish a pavement's ability to sustain its designed load. Whe...
"April 1997."; Includes bibliographical references (p. 90).; Final report.; Prepared in cooperation ...
Several methods can be used to model pavement structures, namely multi-layered elastic theory (MET),...
Ultra-Thin Continuously Reinforced Concrete Pavement (UTCRCP) is an innovative pavement type that ha...
Knowledge of residual stresses is important in understanding and predicting a concrete pavement???s ...
A new pavement design procedure, known as the Mechanistic-Empirical Design Guide (MEPDG), is in deve...
Pervious concrete pavements (PCP) are increasingly recognized and used as a best management practice...
Often the natural ground or soil is not mechanically strong enough to withstand the repeated applic...
Although the construction of block pavements has grown fast in the last decades, there is still a ne...
Rigid pavements are those which posses note worthy flexural strength or flexural rigidity. The stres...
Whilst there has been a great deal of research conducted on concrete pavement performance and deteri...
The concrete pavement is modeled and anlysed using ANSYS 11.0. The finite element analysis of concre...
The performance of concrete roads can be monitored in different ways. In order to achieve the contin...
In the present work, analysis of concrete pavements using ANSYS software has been attempted. ANSYS i...
Pervious concrete pavements (PCP) are increasingly recognized and used as a best management practice...
Residual stresses in rigid pavements diminish a pavement's ability to sustain its designed load. Whe...
"April 1997."; Includes bibliographical references (p. 90).; Final report.; Prepared in cooperation ...
Several methods can be used to model pavement structures, namely multi-layered elastic theory (MET),...
Ultra-Thin Continuously Reinforced Concrete Pavement (UTCRCP) is an innovative pavement type that ha...
Knowledge of residual stresses is important in understanding and predicting a concrete pavement???s ...
A new pavement design procedure, known as the Mechanistic-Empirical Design Guide (MEPDG), is in deve...
Pervious concrete pavements (PCP) are increasingly recognized and used as a best management practice...
Often the natural ground or soil is not mechanically strong enough to withstand the repeated applic...