ԽԱՄՔԱՐԱՇԱՂԱԽԵ ՈՐՄՆԱՏԱՐՐԵՐԻ ՁԵՎԱԽԱԽՏԵԼԻՈՒԹՅՈՒՆԸ ՍԵՂՄՄԱՆ ԴԵՊՔՈՒՄ
ՇԻՆԱՐԱՐԱԿԱՆ ԿՈՆՍՏՐՈՒԿՑԻԱՆԵՐ
Keywords:
rubble solution wall fragments, face layer, bearing rubble solution layer, deformability, working jointly, axial and eccentric compression
Abstract
The results of experimental research of deformability of wall elements from rubble solution under the axial and eccentric compression are presented in this article. The nature of development of the elements’ lateral and transverse deformation proves that the face layer slabs (thickness of approximately 8cm) and bearing rubble solution layer are working jointly under the compression.
