The article presents three-system modelling of road pavement deterioration used in Lithuania: HDM-III (Highway Design and Maintenance Standards Model), HDM-4 (Highway Development and Management System) and DAVASEMA—Lithuanian pavement management system developed by Lithuanian Road Administration and based on HDM-III models. Using research data gathered in four years of the programme the authors analyse possibilities of adapting the pavement deterioration models to Lithuanian conditions. The article describes suggested procedures for calculating of calibration coefficients for the pavement deterioration models of the highest importance: road roughness component incremental model, structural cracking initiation model and structural cracking p...
In XX century, Pavement Management System has became obligatory to be used by road agencies. Need of...
Road pavement is one of the most important components of road structure. Long-term monitoring change...
The paper aims to determine the statistical indicators of distribution of the calculated rut depth o...
Currently there are three pavement management systems (PMS) used in Lithuania for planning and manag...
Currently there are three pavement management systems (PMS) used in Lithuania for planning and manag...
The key factors for effective pavement management system (PMS) are timely preservation and rehabilit...
This article deals with the design problems of gravel road pavements. Mathematical models related to...
Lithuania has a sufficiently well-developed road network, the quality of which still falls very much...
Surveying the condition of the pavement is one of the most important processes in managing the road ...
The article presents the analysis of vehicle stability and the forces acting on the tyres on the rou...
A new classification of asphalt concerete pavement defects is presented in the article and the cause...
The article describes the impact of axle loads of vehicles on the road pavement. Pavement deteriorat...
Lithuania has a sufficiently well-developed road network, the quality of which still falls very much...
A new classification of asphalt concerete pavement defects is presented in the article and the cause...
In XX century, Pavement Management System has became obligatory to be used by road agencies. Need of...
In XX century, Pavement Management System has became obligatory to be used by road agencies. Need of...
Road pavement is one of the most important components of road structure. Long-term monitoring change...
The paper aims to determine the statistical indicators of distribution of the calculated rut depth o...
Currently there are three pavement management systems (PMS) used in Lithuania for planning and manag...
Currently there are three pavement management systems (PMS) used in Lithuania for planning and manag...
The key factors for effective pavement management system (PMS) are timely preservation and rehabilit...
This article deals with the design problems of gravel road pavements. Mathematical models related to...
Lithuania has a sufficiently well-developed road network, the quality of which still falls very much...
Surveying the condition of the pavement is one of the most important processes in managing the road ...
The article presents the analysis of vehicle stability and the forces acting on the tyres on the rou...
A new classification of asphalt concerete pavement defects is presented in the article and the cause...
The article describes the impact of axle loads of vehicles on the road pavement. Pavement deteriorat...
Lithuania has a sufficiently well-developed road network, the quality of which still falls very much...
A new classification of asphalt concerete pavement defects is presented in the article and the cause...
In XX century, Pavement Management System has became obligatory to be used by road agencies. Need of...
In XX century, Pavement Management System has became obligatory to be used by road agencies. Need of...
Road pavement is one of the most important components of road structure. Long-term monitoring change...
The paper aims to determine the statistical indicators of distribution of the calculated rut depth o...