Stress-strain state of an elastic half plane under a system of inclined piecewise-linear loads
Tóm tắt
As a progression of our studies, this paper presents solutions to problems of stress and total-settlement calculation at points of a half plane, when the latter is subject to a system trapeziform inclined loads. Stress components and total settlements are determined for points of an elastic half plane when a system of three inclined trapeziform loads spaced at various distances is applied to its boundary. Graphic representations of stress and settlement isolines are presented.
Tài liệu tham khảo
V. A. Florin, Fundamentals of Soil Mechanics [in Russian], Vol. 1, Leningrad (1959).
H. G. Poulos and E. H. Davis, Elastic Solutions for Soil and Rock Mechanics, Wiley, New York (1974).
A. N. Bogomolov et al., Suggestions regarding approach to analysis of the beds of structures, Collection of Proceedings of the Jubilee Conference [in Russian], Moscow State Civil-Engineering University, Moscow (2010), pp. 147–151.
A. N. Bolgomolov and A. N. Ushakov, “Settlement calculation for strip foundations,” Osn., Fundam. Mekh. Gruntov, No. 6, 2–7, (2011).
A. N. Bogomolov et al., “Determination of settlement of a point in an elastic half plane due to the action of an inclined uniformly distributed load,” Vestn. Volgogr. Gos. Arkhit.-Stroit. Univ., Ser. Stroit. Arkhit., 43, No. 24, 4–11 (2011).
G. V. Kolosov, Application of Complex Diagrams and Theory of Complex-Variable Functions to Elasticity Theory [in Russian], ONTI, Moscow-Leningrad (1935).
N. I. Muskhelishvili, Some Basic Problems of the Mathematical Theory of Elasticity [in Russian], Nauka, Moscow (1966).