Review article

Determination of the lateral compression efficiency factor at triaxial proportional compression of heavy concrete

UDC: 

624.012.45.04

DOI: 

10.23968/1999-5571-2018-15-2-74-77

Pages: 

74-77

Annotation: 

A model of concrete where strength elements are random variables distributed according to the normal probability law is proposed. According to the model, the concrete strength for the characteristic points defining the fracture type of concrete subjected to triaxial compression has been calculated. There have been constructed graphs according to the points and analytical dependences have been obtained. Comparison analysis of the obtained results with those known from special literature sources has been performed.

Authors: 

Tsvetkov S. V. CJSC «Special construction work office»

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