NDLI: Stress-strain state of elastic base under circular foundation

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Stress-strain state of elastic base under circular foundation

Content Provider	Scilit
Author	Smirnov, V. I. Vidyushenkov, S. A. Bushuev, N. S.
Copyright Year	2019
Description	The article presents an analysis of the stress-strain state of an elastic base during embedment of a rigid circular foundation. The research method is based on the use of such mathematical tools as integral transformations and dual integral equations. Exact and asymptotic expressions for calculation of the displacement vector components and stress tensor at any point of an elastic base are obtained in an explicit form. Lines of equal displacements and stresses are given for clarity. For a given load, the obtained solutions are more comprehensive than those available in literature. The results obtained allow defining the design bearing capacity of elastic bases under circular in plan foundations more exactly. Book Name: Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations
Related Links	https://content.taylorfrancis.com/books/download?dac=C2018-0-94759-X&isbn=9780429058882&doi=10.1201/9780429058882-66&format=pdf
Ending Page	346
Page Count	6
Starting Page	341
DOI	10.1201/9780429058882-66
Language	English
Publisher	Informa UK Limited
Publisher Date	2019-04-29
Access Restriction	Open
Subject Keyword	Book Name: Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations Mechanics Stress Strain State Displacements Circular Foundation Elastic Base Under Circular
Content Type	Text
Resource Type	Chapter

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