Experimental research on unloading mechanical properties of sandstone under different initial unloading levels and pore pressures
The mechanical properties of deep rocks are obviously affected by the initial unloading level and water pressure environment. By carrying out triaxial compression tests and unloading tests on sandstone under different initial unloading levels and pore pressures, the ultimate strength, deformation ch...
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| Главный автор: | |
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| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2018-06-01
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| Серии: | Yantu gongcheng xuebao |
| Предметы: | |
| Online-ссылка: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201806021 |
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