| 1. | A new damage softening constitutive model for rocks
一种新的岩石损伤软化本构模型 |
| 2. | Developments in rock damage detection techniques
岩石损伤检测技术的研究进展 |
| 3. | Damage constitutive equation and experiment of layered rock
复合岩石损伤本构方程与实验 |
| 4. | Advances and development of damage measurement technique of rock
岩石损伤检测技术及其进展 |
| 5. | The freezing rate also influences the rock damage propagation
研究表明冻结速度对岩石损伤扩展也有一定影响。 |
| 6. | A research on the characteristics of rock damage development under uniaxial compression
单轴压力作用下岩石损伤演化特征研究 |
| 7. | Sonic wave analysis on uncoupled explosive - charging structure for damnification of hole wall rock
不耦合装药爆破对孔壁岩石损伤破坏的声波分析 |
| 8. | Statistical constitutive model for rock damage under uniaxial compression and its experimental study
单轴压缩下岩石损伤统计本构模型与试验研究 |
| 9. | Study on the model and its modifying method for rock softening and damage based on weibull random distribution
分布的岩石损伤软化模型及其修正方法研究 |
| 10. | ( 6 ) basing on a constitutive model for elastic and damage rock , which is set up using the eshelby equivalent inclusion method and cdm , a damage viscoelasticity model for rock is deduced
( 6 )在采用各向同性介质中的eshelby等效夹杂理论和连续介质损伤力学( cdm )方法建立的岩石损伤本构模型基础上利用对应性原理建立了岩石材料的损伤粘弹性本构关系。 |
