The up-to-date road pavement structure research methods and application computer programmes are based on the theory of elasticity. This theory is most widely used in the model of road pavement structure response where the load under the action of vehicle wheel causes stresses and strains in pavement structure. When determining the bearing capacity of existing pavement structures and the need for their strengthening the most often used are the research data collected and/or engineering experience gained. This article presents the initiation and development of plastic deformations in asphalt pavement layers that were evaluated knowing the real loading conditions of tested structures. Research was accomplished in 12 structures with the differe...
Road pavement is one of the most important components of road structure. Long-term monitoring change...
In this paper, a simple method is proposed to estimate capacity of multilayered road structure inclu...
Rutting is the major distress mode in flexible pavements occurring due to the repeated movement of t...
This article gives the summary of the author’s PhD thesis supervised by Prof Dr Sc Ing Juris Rihards...
Climatic factors and car wheels are the reasons of changes in road condition: deformations of subgra...
The strain responses of asphalt pavement layer under vehicular loading are different from those unde...
An analytical-mechanistic method for the calculation of permanent deformations of pavements has been...
This article gives the summary of the author’s PhD thesis supervised by Prof Dr Sc Ing Juris Rihards...
Climatic factors and car wheels are the reasons of changes in road condition: deformations of subgra...
By a process of field studies of roads in the cryolithic zone the main types of defects and destruct...
Pavement design methods based on the elastic layer theory idealize the pavement structure as consist...
Unbounded pavements shows serious problems in the form of rutting and other deformations, which fina...
Pavement design methods based on the elastic layer theory idealize the pavement structure as consist...
Pavement design methods based on the elastic layer theory idealize the pavement structure as consist...
The pavements have developed in recent decades, as studies have introduced new materials in their co...
Road pavement is one of the most important components of road structure. Long-term monitoring change...
In this paper, a simple method is proposed to estimate capacity of multilayered road structure inclu...
Rutting is the major distress mode in flexible pavements occurring due to the repeated movement of t...
This article gives the summary of the author’s PhD thesis supervised by Prof Dr Sc Ing Juris Rihards...
Climatic factors and car wheels are the reasons of changes in road condition: deformations of subgra...
The strain responses of asphalt pavement layer under vehicular loading are different from those unde...
An analytical-mechanistic method for the calculation of permanent deformations of pavements has been...
This article gives the summary of the author’s PhD thesis supervised by Prof Dr Sc Ing Juris Rihards...
Climatic factors and car wheels are the reasons of changes in road condition: deformations of subgra...
By a process of field studies of roads in the cryolithic zone the main types of defects and destruct...
Pavement design methods based on the elastic layer theory idealize the pavement structure as consist...
Unbounded pavements shows serious problems in the form of rutting and other deformations, which fina...
Pavement design methods based on the elastic layer theory idealize the pavement structure as consist...
Pavement design methods based on the elastic layer theory idealize the pavement structure as consist...
The pavements have developed in recent decades, as studies have introduced new materials in their co...
Road pavement is one of the most important components of road structure. Long-term monitoring change...
In this paper, a simple method is proposed to estimate capacity of multilayered road structure inclu...
Rutting is the major distress mode in flexible pavements occurring due to the repeated movement of t...