The present paper is aimed to improve the compaction technology using rheological models
for describing soil response parameters under impact loading of vibrating rollers. The …

This paper presents results obtained for the vibratory compaction process of road structures,
in which the natural soil is used for the foundation infrastructure. The experiments and the …

A comprehensive investigation, including analytical modelling, numerical analysis and
experimental tests, has been carried out on many linear viscoelastic systems and structures …

The problem of transmitting vibrations to the driver's cabin is presented, where the level of
the amplitude values must be as low as possible and the force transmitted to the ground with …

The dynamic model of the system of bodies with elastic connections substantiates the
conceptual basis for evaluating the technological vibrations of the compactor roller as well …

The present paper addresses the problem of the dynamic response of a vibrating equipment
for soil compaction. In essence, dynamic response vibrations are analysed by applying an …

The variety of viscoelastic systems and structures, for the most part, is studied analytically,
with significant results. As a result of analytical, numerical and experimental research, which …

The paper addresses the problem of dynamic rigidity for structural systems under forced
vibration. Thus, depending on the intrinsic elastic characteristics, masses and viscous …

The paper addresses the problem of the rigidity of the foundation earth under the action of
dynamic compaction vibrations. For this, based on the Voigt-Kelvin linear viscoelastic model …

Research conducted in INCD URBAN-INCERC, within the National Network for Seismic
Monitoring and Protection of Constructed Heritage, converges towards the development of a …