Email this article On the Calculation of Bored Piles Under Axial Compressive Loads in Rocky Soils
- Authors: Zertsalov M.G.1, Nikishkin M.V.1, Khokhlov I.N.2
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Affiliations:
- National Research Moscow State University of Civil Engineering (MGSU)
- Scientific and Engineering Center of the Tunneling Association
- Issue: Vol 54, No 3 (2017)
- Pages: 143-149
- Section: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/244097
- DOI: https://doi.org/10.1007/s11204-017-9448-2
- ID: 244097
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Abstract
The behavior of single, reinforced-concrete, bored piles in solid rock is studied. Such a foundation can be used to transfer load from surface structures and buildings through a layer of weak soils to stronger underlying hard rock. A method is proposed for calculating piles under vertical loads taking account of the particulars of the changes in the stress-strain state of the system 'pile-rock' under compressive loads.
About the authors
M. G. Zertsalov
National Research Moscow State University of Civil Engineering (MGSU)
Email: smfe@mail.ru
Russian Federation, Moscow
M. V. Nikishkin
National Research Moscow State University of Civil Engineering (MGSU)
Email: smfe@mail.ru
Russian Federation, Moscow
I. N. Khokhlov
Scientific and Engineering Center of the Tunneling Association
Email: smfe@mail.ru
Russian Federation, Moscow
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