TY  JOUR
TI  ON THE POSSIBILITY OF ESTIMATING THE STABILITY OF SLOPES AND SLOPES ON THE BASIS OF THE SOLUTION OF THE MIXED PROBLEM OF THE ELASTICITY THEORY AND THEORY OF SOIL PLASTICITY
KW  mixed problem of elasticity theory and soil plasticity theory
KW  stress components in elastic and plastic areas
KW  formulas for determining their size
KW  position and shape
KW  lateral pressure coefficient
KW  stability margin
KW  computer simulation of fracture processes of slope models from equivalent materials under their loading
JO  Construction and Architecture
AU  Bogomolova, O.A.
AU  Zhidelev, A.V.
PY  2020
IS  8
PB  Publishing Center RIOR