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Terrain surface depressions as a function of cohesion as well as unconfined compressive strength and indirect tensile strength of rocks in terms of modelling the deformation of rock mass in construction in mining areas


Cite

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Paleczek, W. (2013) Modelling the deformation of the terrain surface as a result of underground mining exploitation in the aspect of construction in mining areas. Częstochowa, Wydawnictwo Politechniki Częstochowskiej. Search in Google Scholar

Paleczek, W. (2020a) On the functions of the relationships of the radius of the range of the main influences in the application for the modelling of vertical displacements of a terrain surface as a result of underground mining of bedded deposits, taking into account the geomechanical properties of the rock mass for the purposes of analyses in the field of construction in mining areas. Zeszyty Naukowe Politechniki Częstochowskiej, Budownictwo 26, 133-139. Search in Google Scholar

Paleczek, W. (2020b) On approximating the function of terrain surface settlement as a result of underground mining of deposits, taking into account the geomechanical data of the rock mass for the needs of modelling concerning construction in mining areas. Zeszyty Naukowe Politechniki Częstochowskiej, Budownictwo 26, 126-132. Search in Google Scholar

Paleczek, W. (2021) On the depressions of the terrain surface as a function of the ad-hoc compressive strength and the softening coefficient of rocks when modelling the deformation of a rock mass concerning construction in mining areas. Zeszyty Naukowe Politechniki Częstochowskiej, Budownictwo 27, 189-193.10.17512/znb.2021.1.26 Search in Google Scholar

eISSN:
2544-963X
Language:
English
Publication timeframe:
Volume Open
Journal Subjects:
Architecture and Design, other, Engineering, Civil Engineering, Materials, Environmental Engineering