Candidate of Technical Science, Docent, Chair at the Department of Construction Procedure and Foundation Engineering, Tyumen State University of Architecture and Civil Engineering, pronozin@tgasu.ru
UDK: 624.15 Chikishev V. M., Pronozin Y. A., Mironov V. V., Poroshin O. S. TO THE ISSUE OF DEFORMABILITY OF SOIL FOUNDATION BED UNDER UNIFORM AND NON-UNIFORM LOADING Go
UDK: 624.15 Chikishev V. M., Pronozin Y. A., Maltsev L. Y., Zazulya Y. V., Stepanov M. A. CALCULATIVE-AND-EXPERIMENTAL JUSTIFICATION FOR APPLYING PILE-AND-SHELL FOUNDATION IN HIGH-RISE CONSTRUCTION Go
UDK: 624.15 Bartolomey L. A., Tarasenko A. A., Pronozin Y. A., Melnikov R. V. INTERACTION OF AXISYMMETRIC SHELL FOUNDATIONS AND SOIL FOUNDATION BED UNDER ECCENTRIC LOADING Go
UDK: 624.15 Chikishev V. M., Pronozin Y. A., Mironov V. V., Poroshin O. S. DEFLECTIVITY OF SOIL BASE UNDER EVEN AND UNEVEN LOAD Go
UDK: 624.15 Bartolomey L. A., Tarasenko A. A., Pronozin Y. A., Melnikov R. V. INTERACTION OF AXISYMMETRICAL SHELL FOUNDATION WITH GROUND BASE UNDER ECCENTRIC LOAD Go
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