Two-Dimensional Problem of Moisture Elasticity of Inhomogeneous Spherical Array with Cavity

Vladimir I. Andreev; Anatoliy S. Avershyev

doi:10.4028/www.scientific.net/AMM.580-583.812

Paper Titles

Numerical Analysis of Floatation Response of Buried Pipeline in Liquefied Soil
p.791

Research on the Construction Monitoring for Enclosure Structure of Working well
p.797

Experimental Study on Bearing Mechanism of Jacked Pipe Pile in Sand
p.801

On Stability and Deformation of Slurry-Trench Affected by Formation Equipment
p.805

Two-Dimensional Problem of Moisture Elasticity of Inhomogeneous Spherical Array with Cavity
p.812

Development of the Monitoring Guidance System for Slope Engineering
p.819

The Application of BP Artificial Neural Network in Geotechnical Engineering
p.823

Numerical Simulation of Slope Excavation in Highway Renovation and Expansion Project
p.827

On Fire Severity of Flammable Gas
p.831

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Two-Dimensional Problem of Moisture Elasticity of...

Two-Dimensional Problem of Moisture Elasticity of Inhomogeneous Spherical Array with Cavity

Abstract:

The numerical-analytical solution of the axisymmetric problem of moisture-elasticity for hollow spherical soil massive is provided. We consider the steady-state water transfer. Inhomogeneity of the array due to the dependence of the deformation modulus on the soil moisture. Stress state of the array caused by forced deformations and uneven pressure rebuff of the soil. The method for solving non-axisymmetric problems with radial inhomogeneity in polar coordinates is described. Diagrams on the stress fields in homogeneous and inhomogeneous formulations of the problem are provided. It describes a method of calculating radial inhomogeneous axisymmetric problem of theory of elasticity for thick-walled spherical shell.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

812-815

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.812

Citation:

Cite this paper

Online since:

July 2014

Authors:

Vladimir I. Andreev, Anatoliy S. Avershyev

Keywords:

Clay, Induced Deformations, Inhomogeneity, Moisture Transfer, Moisture-Elasticity, Soil, Thick-Walled Shell

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Lykov A.V. The theory of heat conduction. Moscow, Vysshaya shkola, (1967) 599 p.

Google Scholar

[2] Ter-Martirosyan Z.G. Soil mechanics. Moscow , Publ. house ASV, (2005) 488 p.

Google Scholar

[3] Golly O.R. Using laws of swelling clay soils in construction: Reconstruction cities and Geotechnical Engineering #8 (2004) pp.131-141.

Google Scholar

[4] Andreev V.I. Some problems and methods of mechanics of inhomogeneous bodies. Moscow, Publ. house ASV, (2002) 286 p.

Google Scholar

[5] Kamke E. Differetialgleichungen. Leipzig (1969) 576 p.

Google Scholar

[6] Andreev V.I., Avershyev A.S. Stationary Problem of Moisture-elasticity for Inhomogeneous thick-walled Shells. Advanced Materials Research, Vols. 671-674 (2013) pp.571-575. Trans Tech Publications, Switzerland.

DOI: 10.4028/www.scientific.net/amr.671-674.571

Google Scholar