[
[1] KOLYMBAS, D.: An outline of hypoplasticity. Arch. Appl. Mech., 61, 1996, pp. 143–151.10.1007/BF00788048
]Search in Google Scholar
[
[2] BARDET, J. P.: Lode dependences for isotropic pressure-sensitive elastoplastic materials. J. Appl. Mech., ASME 57, 1990, pp. 498–506.10.1115/1.2897051
]Search in Google Scholar
[
[3] WANG, X. – WU, W.: An Updated Hypoplastic Constitutive Model, Its Implementation and Application. In: Bifurcations, Instabilities, and Degradations in Geomaterials. Springer Series in Geomechanics and Geoengineering, Vol. 0, 2011.
]Search in Google Scholar
[
[4] BAUER, E.: Calibration of a comprehensive constitutive model for granular materials. Soils and Foundations, 36, 1995, pp. 13–26.10.3208/sandf.36.13
]Search in Google Scholar
[
[5] WU, W. - BAUER, E.: A simple hypoplastic constitutive model for sand. Int. J. Numer. Anal. Methods Geomech., 18, 1994, pp. 833–862.10.1002/nag.1610181203
]Search in Google Scholar
[
[6] VALAŠKOVÁ, V. - VLČEK, J.: Analysis of the Tyre Loads of the Truck Tatra 815 in Interaction with the Ground. Civil and Environmental Engineering, Vol. 12, Iss. 2, 2016, pp. 78–83, https://doi.org/10.1515/cee-2016-0011.10.1515/cee-2016-0011
]Search in Google Scholar
[
[7] IŽVOLT, L. - DOBEŠ, P.: Analysis of Measuring the Deformation Resistance of the Subgrade Surface of a Modernised Line Považská Teplá – Žilina. Civil and Environmental Engineering, Vol. 16, Iss. 1, 2020, pp. 210–218, https://doi.org/10.2478/cee-2020-0020.10.2478/cee-2020-0020
]Search in Google Scholar
[
[8] PROKOP, J. - VIČAN, J. - JOŠT, J.: Numerical Analysis of the Beam-Column Resistance Compared to Methods by European Standards. Appl. Sci. 11, 2021, 3269.
]Search in Google Scholar
[
[9] FARBÁK, M. - JOŠT, J. - HLINKA, R. - ROSMANIT, M.: Numerical Analysis of the Load-Displacement Behaviour of Cast-in-Place Progressive Anchorage in Reinforced Concrete Members. Appl. Sci. 11, 2021, 2343.
]Search in Google Scholar
[
[10] SOBALA, D. – RYBAK, J.: Role to Be Played by Independent Geotechnical Supervision in the Foundation for Bridge Construction. 2017 IOP Conf. Ser.: Mater. Sci. Eng. 245 022073.10.1088/1757-899X/245/2/022073
]Search in Google Scholar
[
[11] DRUSA M. - VLČEK J.: Importance of Results Obtained from Geotechnical Monitoring for Evaluation of Reinforced Soil Structure – Case Study. Journal of Applied Engineering Sciences, Vol. 6, Iss. 1, 2016.10.1515/jaes-2016-0002
]Search in Google Scholar
[
[12] PARKASIEWICZ, B. – KADELA, M. – BETKOWSKI, P. – SIENKO, R. - BEDNARSKI, L.: Application of Structure Monitoring Systems to the Assessment of the Behaviour of Bridges in Mining Areas. 2017 IOP Conf. Ser.: Mater. Sci. Eng. 245 032018.10.1088/1757-899X/245/3/032018
]Search in Google Scholar