Results are presented for monitoring of the stress state of micropiles installed to strengthen the foundations of an industrial building. It is recommended to correct the design of the reinforcing cage of a pile in conformity with its actual serviceability at various depths.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
Author information
Authors and Affiliations
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 9–12, September–October, 2008.
Rights and permissions
About this article
Cite this article
Korolev, V.M., Argal, È.S. Investigation of the stress state of micropiles. Soil Mech Found Eng 45, 168–172 (2008). https://doi.org/10.1007/s11204-008-9019-7
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-008-9019-7