Abstract
Characteristic features are presented for the construction of deeply embedded sections of structures, for example, the erection of pit enclosures. Problems with the building of sheet-pile walls using cast-in-place piles screwed into predrilled hole under conditions whereby the natural seepage flow is retained are examined. New procedures are discussed for the installation of distributive and bracing bands for sheet piling. Conclusions concerning the expediency of use of the technical solutions under consideration, which are based on construction experience, are drawn.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
REFERENCES
A. N. Basiev, Russian Federation Patent No. 2073084, Method of installing piles in the ground (1995)
A. N. Basiev and L. G. Mariupol’skii, Russian Federation Patent No. 2141020, Method of deep soil compaction (1997).
A. N. Basiev, B. S. Ostyukov et al., Russian Federation Patent No. 2179214, Method of strengthening deep support structures (1999).
Author information
Authors and Affiliations
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 19–22, November–December, 2004.
Rights and permissions
About this article
Cite this article
Basiev, A.N. Improving methods of pit enclosure in dense urban settings. Soil Mech Found Eng 41, 214–219 (2004). https://doi.org/10.1007/s11204-004-0005-4
Issue Date:
DOI: https://doi.org/10.1007/s11204-004-0005-4