| 应变软化状态下的岩石稳定性判据 |
| |
| 引用本文： | 葛树高.应变软化状态下的岩石稳定性判据[J].铀矿冶,1991,10(2):22-26. |
| |
| 作者姓名： | 葛树高 |
| |
| 作者单位： | 北京科技大学采矿系 |
| |
| 摘 要： | 本文在目前已发表的岩石三轴应力应变试验资料的基础上,根据应变软化特点,提出了以塑性体积应变量表达的岩石稳定性判定准则。应用结果表明,该准则可以有效地反映岩石在不同软化状态下的稳定程度,从而可为工程决策提供更多的定量化信息。
|
| 关 键 词： | 应变软化 岩石 稳定性 |
A STABILITY CRITERION FOR ROCKS IN STRAIN SOFTENING STATE |
| |
| Ge Shugao.A STABILITY CRITERION FOR ROCKS IN STRAIN SOFTENING STATE[J].Uranium Mining and Metallurgy,1991,10(2):22-26. |
| |
| Authors: | Ge Shugao |
| |
| Abstract: | Based on some available information about strain-softening behaviour of rocks, a stability criterion has been put forward. An example of its application shows that it can give an evaluation on the level of stability of rock in strain softening state. |
| |
| Keywords: | Strain softening Plastic volume strain Stability criterion of rock |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
