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Summary
| Description |
English: An initially cylindrical soil sample has been deformed in a setting designed to maintain symmetry (lubricated top and bottom heads have been used). Despite the attempt of preserving symmetry, two X-shaped shear bands are clearly visible (see also the sketch on the right, where initial vertical scratches on the external surface help understanding the shear deformation). Русский: Исходно цилиндрический образец грунта был деформирован в оправе, предназначенной для сохранения симметрии (использовались смазанные верхняя и нижняя головки). Несмотря на попытку сохранения симметрии, отчетливо видны две Х-образные полосы сдвига (см. также рисунок справа, где первоначальные вертикальные царапины на внешней поверхности помогают понять сдвиговую деформацию). Türkçe: Drained state of stress. Drenaj durumunda ’tan sadece volumetric olur.Undrained state of stress. Drenajsız durumunda ’tan volumetric ve distortional parçaları çıkar. Distortional parçası zeminin içindeki Pore'nu artırır. İçindeki internal kısımları doğar. ’tan Distortıonal parçaları İçindeki internal kısımlarını artmak için çalışır. Yani = |
| Source | http://www.ing.unitn.it/dims/ssmg |
| Author | SSMG-ITALY |
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| Date/Time | Thumbnail | Dimensions | User | Comment | |
|---|---|---|---|---|---|
| current | 11:13, 25 November 2010 | | 1,178 × 769 (212 KB) | SSMG-ITALY | {{Information |Description={{en|1=An initially cylindrical soil sample has been deformed in a setting designed to maintain symmetry (lubricated top and bottom heads have been used). Despite the attempt of preserving symmetry, two X-shaped shear bands are |
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