An analytical solution is proposed for determining the active earth pressure in the presence of distributed load strips or linear (concentrated) loadss on a free horizontal surface taking account of their effect on the position of the failure plane.
Similar content being viewed by others
References
I. P. Prokof'ev, Pressure of Loose Bodies, Stroiizdat Narkomstroya, Moscow (1940).
G. K. Klein, Building Mechanics of Loose Bodies, Stroiizdat, Moscow (1977).
RD 31.31.27-81: Manual for Designing Marine Mooring Structures, V/O Mortekhinformreklama, Moscow (1984).
Construction Rules-RF 54: Instructions for Designing Mooring Embankments, Moscow (1987), Vol. 1.
Construction Rules and Regulations 2.06.07-87: Retaining Walls, Ship Locks, and Fishways, Gosstroiizdat, Moscow (1987).
RD 31.31.55-93: Instructions for Designing Marine Mooring and Coast-Protecting Structures, Moscow (1996).
V. G. Fedorovskii, S. N. Levachev, S. V. Kurillo, and Yu. M. Kolesnikov, Piles in Hydroengineering Construction, ASV, Moscow (2003).
Author information
Authors and Affiliations
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 6-11, July-August, 2015.
Rights and permissions
About this article
Cite this article
Gutkin, Y.M. On the Effect of Distributed Load Strips and Linear Concentrated Load on Active Earth Pressure. Soil Mech Found Eng 52, 181–188 (2015). https://doi.org/10.1007/s11204-015-9326-8
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-015-9326-8