Precast and bored piles with improved load capacity
EDN: YWRAOF
Abstract
The article describes the features of improved load capacity of precast and bored piles. There are two projects in Moscow that can be used as examples: high-rise apartment complex on Krasnopresnenskaya naberezhnaya and apartment complex «Lyuberetskiy». The authors have constructed two types of reinforced piles and conducted static loading test on them. Static test result proved that the piles may have higher load capacity.
About the Authors
I. G. Ladyzhenskiy
NIIOSP named after N.M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
Iosif LADYZHENSKIY, Ph.D. in Engineering, Senior researcher, Laboratory of construction and technologies of underground structures, NIIOSP named after N.M. Gersevanov JSC Research Center of Construction, Moscow
e-mail: igl1702773@gmail.com
A. V. Sergienko
NIIOSP named after N.M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
Aleksey SERGIENKO, Senior engineer, Laboratory of construction and technologies of underground structures, NIIOSP named after N.M. Gersevanov JSC Research Center of Construction, Moscow
e-mail: Sergienko-avs@ya.ru
Y. V. Zelenov
NIIOSP named after N.M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
Yuriy ZELENOV, Senior engineer, Laboratory of construction and technologies of underground structures, NIIOSP named after N.M. Gersevanov JSC Research Center of Construction, Moscow
e-mail: zelenovy@mail.ru
D. A. Grechko
NIIOSP named after N.M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
Dmitry GRECHKO, Engineer, Laboratory of construction and technologies of underground structures, NIIOSP named after N.M. Gersevanov JSC Research Center of Construction, Moscow
e-mail: dmitrygrek@gmail.com
References
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Review
For citations:
Ladyzhenskiy I.G., Sergienko A.V., Zelenov Y.V., Grechko D.A. Precast and bored piles with improved load capacity. Bulletin of Science and Research Center of Construction. 2018;17(2):82-92. (In Russ.) EDN: YWRAOF
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