| 1. | Experimental research on the effect of stress paths on shear strength index
应力路径对抗剪强度指标影响的试验研究 |
| 2. | Influence of stress paths and consolidation stress ratios on soil ' s deformation characteristics
应力路径对基坑工程变形的影响 |
| 3. | Stress path of soil
土应力路径 |
| 4. | Stress path method
应力路径法 |
| 5. | Binary medium modeling of the brittleness variety of geomaterials under different stress paths
岩土材料不同应力路径下脆性变化的二元介质模拟 |
| 6. | Study of elastoplastic neural network constitutive models for sand under different stress paths
不同应力路径下砂土的神经网络弹塑性本构模型研究 |
| 7. | The destroy points of the stress path tests , together with those of regular triaxial tests , distribute in a strip of area
黄土强度随含水率的变化规律与普通三轴固结不排水剪试验的相同。 |
| 8. | This speciality has great effect on the amount of creep , unloading proportion of core concrete and stress path of steel tube , and so on
这一特性对钢管高强混凝土轴压构件的徐变值大小以及徐变过程中核心混凝土的卸载比例、钢管最终的应力路径等有重大的影响。 |
| 9. | The results indicate that the stress path is not affected by changing the initial effective mean stress if the shear stress ratio remains the same
也就是说，如果保持相同的剪应力比，由初始有效平均正应力归一化的有效应力路径不受初始有效平均正应力的影响。 |
| 10. | Due to the difference in stress paths between the loading and unloading conditions , it is unsuitable to apply mechanical model under loading condition to stability of tunnel excavation
由于岩体在加载和卸载条件下应力路迳的不同，仅采用加载条件下所建立的力学模型来研究隧道的开挖稳定性问题是不适合的。 |
