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THE THEORY OF NONLINEAR ELASTIC-PLASTIC-VISCOUS RIGID DEFORMATION OF EXTREMELY STRAINED SOILS IN BASES OF LOADED SINGLE PILES: MATHEMATICAL MODEL
Author(s) -
L Borozenets
Publication year - 2019
Publication title -
bulletin of south ural state university series construction engineering and architecture
Language(s) - English
Resource type - Journals
eISSN - 2411-4693
pISSN - 1991-9743
DOI - 10.14529/build190103
Subject(s) - nonlinear system , geotechnical engineering , deformation (meteorology) , plasticity , soil water , mechanics , granular material , materials science , geology , physics , composite material , quantum mechanics , soil science

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