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- W577397152 abstract "THE FOLLOWING ASSUMPTIONS ARE MADE: (1) WITHIN A LAYER THE ROCK MASS CAN BE REGARDED AS A HOMOGENEOUS, TRANSVERSELY ISOTROPIC, ELASTIC MEDIUM; 2) THE PLANE OF ISOTROPY IS PARALLEL TO THE FOUNDATION BOUNDARY; 3) LAYERS OF CONSTANT THICKNESS ARE FIRMLY CONNECTED TOGETHER ALONG THE BOUNDARIES; 4) A GIVEN LOAD IS APPLIED TO THE FOUNDATION SURFACE; 5) THE THICKNESS OF LAYERS IS SMALL. THE PROBLEM IS FORMULATED AS INTERPOLATION OF THE MATHEMATICAL THEORY OF ELASTICITY; A THREE-DIMENSIONAL DEFORMATION OF THE ROCK FOUNDATION IS DISCUSSED. THE VALUES OF STRESSES AND THOSE OF DISPLACEMENTS ON THE LAYER BOUNDARIES (IN THE INTERPOLATION NODES) ARE SOUGHT. /AUTHOR/" @default.
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- W577397152 date "1970-09-01" @default.
- W577397152 modified "2023-09-27" @default.
- W577397152 title "APPROXIMATE METHODS FOR DETERMINING STRESSES AND STRAINS IN LAYERED ROCK FOUNDATIONS" @default.
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