TY  JOUR
TI  EXPERIMENTAL VERIFICATION OF NEW METHODOLOGY FOR CALCULATING OF THE FLEXIBLE FERROCONCRETE FOUNDATION OF THE FIRST LIMIT STATE
KW  flexible ferroconcrete foundation
KW  bearing capacity,contact stresses
KW  bilinear limit line.
JO  Construction and Architecture
AU  Dyba, V.P.
AU  Matvienko, M.P.
AU  Al', E.H.
PY  2016
IS  4
PB  Publishing Center RIOR