Technology of formation of the widened basis under bored piles and the device for its realization

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Abstract


The device for formation of the expanded basis under bored piles and technology of its performance is presented. It is shown, that increase of bearing ability of a pile of an offered build is reached by that at insertion of a trunk semiflexible blades run into a ground and are bent, creating the expanded basis under bored piles.

About the authors

Н Aleksandrovna Stashevskaya

Peoples' Friendship University of Russia

Email: nastashevskaya@yandex.ru <mailto:nastashevskaya@yandex.ru>
Peoples' Friendship University of Russia

U Nikolaevich Nikolenko

Peoples' Friendship University of Russia

Email: nastashevskaya@yandex.ru <mailto:nastashevskaya@yandex.ru>
Peoples' Friendship University of Russia

A Nikolaevich Malov

Peoples' Friendship University of Russia

Email: anmalov@mail.ru
Peoples' Friendship University of Russia

S Nikolaevich Krivoshapko

Peoples' Friendship University of Russia

Email: sn_krivoshapko@mail.ru
Peoples' Friendship University of Russia

A Nikitich Zadiranov

Peoples' Friendship University of Russia

Email: zadiranov@mail.ru
Peoples' Friendship University of Russia

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Copyright (c) 2010 Сташевская Н.А., Николенко Ю.Н., Малов А.Н., Кривошапко С.Н., Задиранов А.Н.

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This work is licensed under a Creative Commons Attribution 4.0 International License.

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