AbstractThe article gives the definition of a generalized solution of the thermal stress in the asphalt layer on a rigid base at heating and cooling, taking into account the rheological properties of asphalt concrete pavement. The equation for determining the stress state of the asphalt layer on a rigid base caused by the combined effect of temperature deformation and external load is presented. The design procedure by the strength criteria of asphalt layers on a rigid base, taking into account the adhesion strength of the asphalt layer and the rigid base, the temperature cracking resistance, as well as the shear resistance of the asphalt layer is given
Papers presented virtually at the 41st International Southern African Transport Conference on 10-13 ...
The paper deals with the influence of temperature changes on concrete pavement. Due to differences i...
University iof Minnesota M.S. thesis. August 2010. Major: Civil Engineering. Advisor: Dr. Mihai O. M...
AbstractThe article gives the definition of a generalized solution of the thermal stress in the asph...
This paper evaluates the influence of temperatures and loading rates on the shear strength of dense ...
Arranging asphalt-concrete layers on a rigid base in the form of cement-concrete slabs can significa...
This paper introduces a simple mechanistic approach that describes the response of the asphalt-aggre...
The paper addresses the determination of a stiffness-temperature correction model for the use in a m...
AbstractA simple model dedicated to prevention or mitigation of low-temperature cracking in asphalt ...
Arranging asphalt-concrete layers on a rigid base in the form of cement-concrete slabs can significa...
The bearing capacity of asphalt pavement structures is not constant due to the continuous change of ...
This paper evaluates the influence of temperatures and loading rates on the shear strength of dense ...
Arranging asphalt-concrete layers on a rigid base in the form of cement-concrete slabs can significa...
Papers presented virtually at the 41st International Southern African Transport Conference on 10-13 ...
The paper presents the comparison of calculated and measured thermal stresses induced in restrained ...
Papers presented virtually at the 41st International Southern African Transport Conference on 10-13 ...
The paper deals with the influence of temperature changes on concrete pavement. Due to differences i...
University iof Minnesota M.S. thesis. August 2010. Major: Civil Engineering. Advisor: Dr. Mihai O. M...
AbstractThe article gives the definition of a generalized solution of the thermal stress in the asph...
This paper evaluates the influence of temperatures and loading rates on the shear strength of dense ...
Arranging asphalt-concrete layers on a rigid base in the form of cement-concrete slabs can significa...
This paper introduces a simple mechanistic approach that describes the response of the asphalt-aggre...
The paper addresses the determination of a stiffness-temperature correction model for the use in a m...
AbstractA simple model dedicated to prevention or mitigation of low-temperature cracking in asphalt ...
Arranging asphalt-concrete layers on a rigid base in the form of cement-concrete slabs can significa...
The bearing capacity of asphalt pavement structures is not constant due to the continuous change of ...
This paper evaluates the influence of temperatures and loading rates on the shear strength of dense ...
Arranging asphalt-concrete layers on a rigid base in the form of cement-concrete slabs can significa...
Papers presented virtually at the 41st International Southern African Transport Conference on 10-13 ...
The paper presents the comparison of calculated and measured thermal stresses induced in restrained ...
Papers presented virtually at the 41st International Southern African Transport Conference on 10-13 ...
The paper deals with the influence of temperature changes on concrete pavement. Due to differences i...
University iof Minnesota M.S. thesis. August 2010. Major: Civil Engineering. Advisor: Dr. Mihai O. M...