Katyushin V.V.
DESIGN OF BASE UNITS OF COLUMNS ON THE CRITERION OF THE SIMULTANEOUS LIMIT STATES OF THE BASE PLATE AND CONCRETE FOUNDATION ^{[№ 4 ' 2012]}
Rewieved a model of joint action of the base plate, that is deformed by a load along the cylindrical surface, and the concrete foundation, which is impacted by the first as a cylindrical punch. Also suggested a method of design of the columns base units and pillars on the criterion of simultaneous limit states of the deformed base plate and concrete foundation under the load of a cylindrical punch.