| 1. | The testing of earthquake effect caused by blasting in bedded rock
层状岩体爆破地震效应的测试 |
| 2. | Influence factors on shear failureorientation of layered rocks
层状岩体剪切破坏面方向的影响因素 |
| 3. | 3d modeling methods and spatial data model of layered rock - mass
层状岩体三维构模方法与空间数据模型 |
| 4. | Fracture mechanics principles of anchorage for layered rock mass slope
层状岩体边坡锚固的断裂力学原理 |
| 5. | Numerical modeling of flexural deformation of laneway in layered rock mass
层状岩体巷道弯曲变形的有限元模拟 |
| 6. | Probability analysis method for the stabilityof grid and bedded rock slope
格状与层状岩体边坡稳定性分析的概率方法 |
| 7. | Interference - displacement method and determination of slide boundary of layered rock slope
干扰位移法及层状岩质边坡滑动边界的确定 |
| 8. | Critical height analysis for bedding rock slopes using the upper - bound method of limit analysis
层状岩质边坡临界高度极限分析上限解 |
| 9. | Study on blasting seismic dynamic effect for tunnels with close interval in bedded rock mass
层状岩体中近邻双线隧道爆破的振动响应研究 |
| 10. | Layered intrusions are characterized by a typical layering structure and rhythmic texture
摘要层状岩体的典型特征是其具有层状构造和韵律结构。 |
