| 1. | Damage constitutive equation and experiment of layered rock
复合岩石损伤本构方程与实验 |
| 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. | 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 |
| 7. | An analytical solution of internal force and deformation for anchorage length of abti - slide pile in layered rock mass
成层岩体中抗滑桩锚固段内力变形计算解析解 |
| 8. | Aram chaos , a 280 - kilometer - diameter crater , has an outflow channel and is filled with layered rocks that contain hematite
阿拉姆裂地（一个直径280公里的陨石坑）有个向外流的渠道，并且充满了含赤铁矿的岩层。 |
| 9. | In karst region , the instability mechanism of layered rock foundation pits is complex , and their failure models are various , so it is difficult to select a right supporting structure for them
摘要岩溶地区岩质基坑的失稳机理复杂，破坏模式多样，支护结构选取困难。 |
| 10. | According to the structure characteristics , on the view of 3d modeling , layered rock - mass was divided into three basic types of structure element : continuous rock - mass ( non - folded ) , fault rock - mass ( non - folded ) and fold rock - mass
根据岩体的结构特征，从三维构模的角度上，将层状岩体划分成连续型非褶皱岩体、断裂型非褶皱岩体与褶皱型岩体3种基本类型的结构单元。 |
