Conclusions
-
1.
The application of the FEM to calculation of lateral earth pressure on retaining walls offers broad opportunities for numerical modeling of their behavior at various stages of construction and operation, since the results of the calculations agree sufficiently closely with the experimental data.
-
2.
The use of a third-generation computer will permit calculating various structures with consideration of the diversity of acting factors, which will help to provide economic and high-quality designing of these structures.
Similar content being viewed by others
Literature cited
I. A. Birger, Circular Plates and Shells of Revolution [in Russian], Oborongiz, Moscow (1961).
O. L. Rudykh, “Automated calculation of earth pressure on retaining walls with consideration of their displacements,” in: Automated Optimal Designing of Structures. Collection of Scientific Works of the Khabarovsk Polytechnic Institute [in Russian], Khabarovsk (1977).
O. L. Rudykh, “Application of the finite-element method to calculation of backfill pressure on flexible retaining walls,” Tr. NIIZhT, Novosibirsk, No. 180 (1977).
N. N. Shaposhnikov, “Brief description of an automated system for calculating three-dimensional structures by the finite-element method,” Tr. MIIT, Moscow, No. 422 (1973).
A. W. Bishop, “Parameters of the shear strength of undisturbed and remolded samples,” in: Characteristic Laws of Soil Mechanics [Russian translation], Mir, Moscow (1975).
A. A. Il'yushin and V. S. Lenskii, “Relationships and methods of the modern theory of plasticity,” in: Progress in Mechanics of Deformable Media [in Russian], Nauka, Moscow (1975).
J. M. Duncan and C. Y. Chang, “Nonlinear analysis of stress and strain in soils,” J. Soil Mech. Found. Div. Proc. ASCE,96, No. SM5 (1970).
G. W. Clough and J. M. Duncan, “Finite element analysis of retaining wall behavior,” J. Soil Mech. Found. Div. Proc. ASCE,97, No. SM12 (1971).
L. M. Emel'yanov, P. A. Gut'erres, and F. G. Enikeev, “Experimental study of the pressure of sand soil,” Tr. MGMI,34 (1971).
P. I. Yakovlev and R. V. Lubenov, “Some new results of experimental investigations of earth pressure on rigid walls,” Gidrotekh. Stroit., No. 7 (1968).
A. K. Bugrov, “Calculations of the resistance of backfill soils to displacements of walls of hydraulic structures,” Gidrotekh. Stroit., No. 7 (1978).
V. I. Shcherbina, “Earth pressure on lock chamber walls during construction,” Gidrotekh. Stroit., No. 2 (1973).
G. A. Dubrova, Methods of Calculating Earth Pressure on Transportation Structures [in Russian], Transport, Moscow (1969).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 31–34, December, 1979.
Rights and permissions
About this article
Cite this article
Rudykh, O.L. Effect of displacements of a retaining wall on parameters of the lateral earth pressure diagram. Hydrotechnical Construction 13, 1206–1211 (1979). https://doi.org/10.1007/BF02307432
Issue Date:
DOI: https://doi.org/10.1007/BF02307432