Elastostatic deformation of a half-space under conical loading
In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form exp...
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E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1991 |
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| Umfang: |
5 Ill. 25 |
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| Reproduktion: |
Wiley InterScience Backfile Collection 1832-2000 |
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| Übergeordnetes Werk: |
in: International Journal for Numerical and Analytical Methods in Geomechanics - New York, NY [u.a.] : Wiley, 15(1991) vom: Nov., Seite 759-783 |
| Übergeordnetes Werk: |
volume:15 ; year:1991 ; month:11 ; pages:759-783 ; extent:25 |
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| 520 | |a In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. | ||
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(DE-627)NLEJ163238707 DE-627 ger DE-627 rakwb eng Elastostatic deformation of a half-space under conical loading 1991 5 Ill. 25 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. Wiley InterScience Backfile Collection 1832-2000 Hemsley, J. A. oth in International Journal for Numerical and Analytical Methods in Geomechanics New York, NY [u.a.] : Wiley 15(1991) vom: Nov., Seite 759-783 (DE-627)NLEJ159071232 0363-9061 nnns volume:15 year:1991 month:11 pages:759-783 extent:25 http://dx.doi.org/10.1002/nag.1610151102 text/html Deutschlandweit zugänglich GBV_USEFLAG_U ZDB-1-WIS GBV_NL_ARTICLE AR 15 1991 11 759-783 25 |
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(DE-627)NLEJ163238707 DE-627 ger DE-627 rakwb eng Elastostatic deformation of a half-space under conical loading 1991 5 Ill. 25 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. Wiley InterScience Backfile Collection 1832-2000 Hemsley, J. A. oth in International Journal for Numerical and Analytical Methods in Geomechanics New York, NY [u.a.] : Wiley 15(1991) vom: Nov., Seite 759-783 (DE-627)NLEJ159071232 0363-9061 nnns volume:15 year:1991 month:11 pages:759-783 extent:25 http://dx.doi.org/10.1002/nag.1610151102 text/html Deutschlandweit zugänglich GBV_USEFLAG_U ZDB-1-WIS GBV_NL_ARTICLE AR 15 1991 11 759-783 25 |
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(DE-627)NLEJ163238707 DE-627 ger DE-627 rakwb eng Elastostatic deformation of a half-space under conical loading 1991 5 Ill. 25 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. Wiley InterScience Backfile Collection 1832-2000 Hemsley, J. A. oth in International Journal for Numerical and Analytical Methods in Geomechanics New York, NY [u.a.] : Wiley 15(1991) vom: Nov., Seite 759-783 (DE-627)NLEJ159071232 0363-9061 nnns volume:15 year:1991 month:11 pages:759-783 extent:25 http://dx.doi.org/10.1002/nag.1610151102 text/html Deutschlandweit zugänglich GBV_USEFLAG_U ZDB-1-WIS GBV_NL_ARTICLE AR 15 1991 11 759-783 25 |
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(DE-627)NLEJ163238707 DE-627 ger DE-627 rakwb eng Elastostatic deformation of a half-space under conical loading 1991 5 Ill. 25 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. Wiley InterScience Backfile Collection 1832-2000 Hemsley, J. A. oth in International Journal for Numerical and Analytical Methods in Geomechanics New York, NY [u.a.] : Wiley 15(1991) vom: Nov., Seite 759-783 (DE-627)NLEJ159071232 0363-9061 nnns volume:15 year:1991 month:11 pages:759-783 extent:25 http://dx.doi.org/10.1002/nag.1610151102 text/html Deutschlandweit zugänglich GBV_USEFLAG_U ZDB-1-WIS GBV_NL_ARTICLE AR 15 1991 11 759-783 25 |
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(DE-627)NLEJ163238707 DE-627 ger DE-627 rakwb eng Elastostatic deformation of a half-space under conical loading 1991 5 Ill. 25 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. Wiley InterScience Backfile Collection 1832-2000 Hemsley, J. A. oth in International Journal for Numerical and Analytical Methods in Geomechanics New York, NY [u.a.] : Wiley 15(1991) vom: Nov., Seite 759-783 (DE-627)NLEJ159071232 0363-9061 nnns volume:15 year:1991 month:11 pages:759-783 extent:25 http://dx.doi.org/10.1002/nag.1610151102 text/html Deutschlandweit zugänglich GBV_USEFLAG_U ZDB-1-WIS GBV_NL_ARTICLE AR 15 1991 11 759-783 25 |
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Elastostatic deformation of a half-space under conical loading |
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In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. |
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In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. |
| abstract_unstemmed |
In the idealised modelling of ground distortion induced by a freely deposited heap of granular material, consideration is given to a fundamental problem in classical elasticity whereby an axisymmetric distribution of vertical conical loading is applied to the surface of a half-space. Closed-form expressions are derived for the deformed shape of the surface, and three variations of the integral transform method are described for determining stresses and displacements within the half-space. Extensive numerical results are presented in graphical form. |
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