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Diffraction of Shock Waves into Frame Buildings Read chapter Read first chapter

2021 | OriginalPaper | Chapter

One of the Approaches to Increase the Load-Bearing Capacity of Drill-Injection Piles

Author : N. S. Sokolov

Published in: Environmental and Construction Engineering: Reality and the Future

Publisher: Springer International Publishing

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Abstract

The issue of strengthening weak or overloaded bases is an important task for the development of underground space. This is especially true in the presence of alternating weak layers at the base. The paper considers a case from the geotechnical practice of strengthening the overloaded base of a reinforced concrete foundation plate of a 25-storey residential building under construction. Combined ground piles consisting of Get (type 1) ground concrete piles reinforced along the longitudinal axis with made drill-injection piles using electric discharge technology (EDT piles) are used as buried structures. This method of arrangement of a combined buried reinforced concrete structure is due to the need to increase the load-bearing capacity of the pile on the ground by two times or more.

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Metadata
Title
One of the Approaches to Increase the Load-Bearing Capacity of Drill-Injection Piles
Author
N. S. Sokolov
Copyright Year
2021
Book
Environmental and Construction Engineering: Reality and the Future

Print ISBN: 978-3-030-75181-4

Electronic ISBN: 978-3-030-75182-1

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-3-030-75182-1_39