This study proposes a solution to determine the passive thrust of “imperfect” prisms of soil thrust. This study also analyzes the regulatory directives for the designation of the distance between anchor supports and retaining walls.
Similar content being viewed by others
References
L. Brenneke, E. Lomeyer, Grounds and Foundations, Gosstroyizdat (1933).
Per Bruun, Port Engineering, Third Edition, Gulf Publishing Company, Houston (1981).
SP 287 1325800.2016. Marine Berthing Facilities. Design and Construction Rules, Standartinform, Moscow (2017).
Yu. M. Gutkin, “The anchoring capability of the rear soil masses of the bulwarks,” Gidrotekhn. Stroit., No. 6, 39-42 (2020).
Yu. M. Gutkin, “The passive pressure of soil mass of limited width,” Gidrotekhn. Stroit., No. 6, 42-49 (2016).
Yu. M. Gutkin, “Considering the friction of the soil against the wall when determining the thrust in front of the shielding walls of the bulwarks,” Gidrotekhnika, No. 2, 50-53 (2013).
Author information
Authors and Affiliations
Corresponding author
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 2-5, November-December, 2020.
Rights and permissions
About this article
Cite this article
Gutkin, Y.M. Passive Thrust of “Imperfect” Prisms of Soil Thrust and Placement of Anchor Supports Relative to the Retaining Walls. Soil Mech Found Eng 57, 435–439 (2021). https://doi.org/10.1007/s11204-021-09689-0
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-021-09689-0