Elastic solutions for a transversely isotropic half-space subjected to buried asymmetric-loads
DOI<115::AID-NAG961>3.0.CO;2-A 10.1002/(SICI)1096-9853(199902)23:2<115::AID-NAG961>3.0.CO;2-AzbMath0949.74042OpenAlexW2092809911WikidataQ57348154 ScholiaQ57348154MaRDI QIDQ4256761
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Publication date: 11 December 2000
Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199902)23:2<115::aid-nag961>3.0.co;2-a
Fourier transformstressesHankel transformdisplacementsrock anisotropyprinciple of superpositiontransversely isotropic half-spaceasymmetric loadsburied loadingfinite line loadslinearly varying rectangular loaduniform rectangular load
Classical linear elasticity (74B05) Anisotropy in solid mechanics (74E10) Soil and rock mechanics (74L10)
Related Items (16)
Cites Work
- On the axisymmetric Mindlin problem for a semi-space of granular material
- Stresses and displacements in granular materials due to surface load
- Concentrated ring loadings in a full space or half-space: Solutions for transverse isotropy and isotropy
- Point Force Solution for an Infinite Transversely Isotropic Solid
- POLYNOMIAL SOLUTIONS FOR AN ELLIPSE ON AN ANISOTROPIC ELASTIC HALF-SPACE
- Love’s circular patch problem revisited: closed form solutions for transverse isotropy and shear loading
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