DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.

The method of characteristics is well established as a direct method of solving for the stresses in plasticity deforming soils under conditions of plane strain. The application of similar methods to problems of axial symmetry, and to soils with non-homogeneous properties is described and some illust...

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Main Authors: Houlsby, G, Wroth, C
Format: Conference item
Published: A. A. Balkema 1982
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author Houlsby, G
Wroth, C
author_facet Houlsby, G
Wroth, C
author_sort Houlsby, G
collection OXFORD
description The method of characteristics is well established as a direct method of solving for the stresses in plasticity deforming soils under conditions of plane strain. The application of similar methods to problems of axial symmetry, and to soils with non-homogeneous properties is described and some illustrative examples given. The method of characteristics may also be used for the solution of the plastic displacement equations, although the exact form which these equations should take is still a matter of controversy. Illustrations are given of displacement calculations using the simplifying assumptions either of an associated flow rule (which is unrealistic for a frictional material) or using a fixed rotation term (which, although it has no physical justification, leads to realistic displacement fields). Refs.
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spelling oxford-uuid:f01eaf04-983d-4784-a65f-b3d0529234a62022-03-27T11:45:22ZDIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.Conference itemhttp://purl.org/coar/resource_type/c_5794uuid:f01eaf04-983d-4784-a65f-b3d0529234a6Symplectic Elements at OxfordA. A. Balkema1982Houlsby, GWroth, CThe method of characteristics is well established as a direct method of solving for the stresses in plasticity deforming soils under conditions of plane strain. The application of similar methods to problems of axial symmetry, and to soils with non-homogeneous properties is described and some illustrative examples given. The method of characteristics may also be used for the solution of the plastic displacement equations, although the exact form which these equations should take is still a matter of controversy. Illustrations are given of displacement calculations using the simplifying assumptions either of an associated flow rule (which is unrealistic for a frictional material) or using a fixed rotation term (which, although it has no physical justification, leads to realistic displacement fields). Refs.
spellingShingle Houlsby, G
Wroth, C
DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.
title DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.
title_full DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.
title_fullStr DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.
title_full_unstemmed DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.
title_short DIRECT SOLUTION OF PLASTICITY PROBLEMS IN SOILS BY THE METHOD OF CHARACTERISTICS.
title_sort direct solution of plasticity problems in soils by the method of characteristics
work_keys_str_mv AT houlsbyg directsolutionofplasticityproblemsinsoilsbythemethodofcharacteristics
AT wrothc directsolutionofplasticityproblemsinsoilsbythemethodofcharacteristics