| 1. | Research and development of hot - rolled anchor bar steel for mine
热轧矿用锚杆钢的研制开发 |
| 2. | Center bearing anchor bar
中摇枕拱板三轴转向架 |
| 3. | Application of combined support with anchor bars and ropes in datong carbon permian seam c
层巷道锚杆锚索联合支护 |
| 4. | It is very difficult to construct prestress anchored bar in the area near sea that contains many highly confined aquifers
介绍了锚杆的构造、作用机理、施工工艺以及决定锚杆施工质量的关键技术。 |
| 5. | The mechanism of the force transfering in fixed segment of anchor bar and the capability of shear - resist of anchored joint are pivotal problem
锚杆锚固段的传力机理和加锚节理的抗剪性能是岩土锚固工程设计中的关键问题。 |
| 6. | This paper introduces the structure , working principle , construction process of anchored bar and the most important factor affecting constructing quality of anchored bar
摘要在邻海地区富含高承压水的土层中施工预应力锚杆支护工程的难度很大。 |
| 7. | This paper solved the optimum installed angle anchor bar in anchored joint by considering the shear dilatatility of joint and utlizing the mises yield criterion
本文根据基本理论分析，考虑节理的剪胀效应并利用mises屈服准则求解得出了加锚节理面抗剪的最优安装角。 |
| 8. | In the view , utilizing this method will not only ensure enough spaces for plant growth , but avoid potential damages of plants to the anchoring bar and shotcrete structures
对于这一相互分离的绿化方法，既保证足够的植物生长空间、水分和营养，又可避免植物根系及分泌物对锚喷结构的潜在损害。 |
| 9. | The present design specification and technical standard assume the uniformly distribution of shear stress , but this design assumption does not correspond with the actual working status of anchor bar
现行有关设计规范和技术标准均采用剪应力均匀分布假设进行设计，但这种设计假设与锚杆受力的实际情况不相符合。 |
| 10. | Most slope greening methods are not suitable for slopes with slope angles larger than 60 ? , but the slopes reinforced with anchoring bar and shotcrete structures can usually be adopted for slope with a larger slope angle
现有的边坡绿化方法一般不适合于坡度大于60 ?的边坡，而利用锚喷结构进行加固的边坡却往往很陡。 |
