Email this article On the Applicability of the Influence Function Obtained from Single-Pile Calculations for the Calculation of Pile Groups
- Authors: Bokov I.A.1, Fedorovskii V.G.1
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Affiliations:
- Gersevanov Scientific-Research Institute of Foundations and Underground Structures
- Issue: Vol 55, No 6 (2019)
- Pages: 359-365
- Section: Soil Mechanics
- URL: https://journal-vniispk.ru/0038-0741/article/view/244198
- DOI: https://doi.org/10.1007/s11204-019-09549-y
- ID: 244198
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Abstract
The results of FEM calculations of the settlement of individual piles and pile groups are presented. A relation is shown between the additional settlements of unloaded piles and the settlements of the soil around loaded piles. The settlements of loaded and unloaded piles are found to decrease with increasing number of piles in a group (reinforcement effect).
About the authors
I. A. Bokov
Gersevanov Scientific-Research Institute of Foundations and Underground Structures
Author for correspondence.
Email: igor.bokov@gmail.com
Russian Federation, Moscow
V. G. Fedorovskii
Gersevanov Scientific-Research Institute of Foundations and Underground Structures
Email: igor.bokov@gmail.com
Russian Federation, Moscow
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