| 1. | Calculation of the stress - field of prestressed rock anchor
预应力岩锚的应力场计算 |
| 2. | Time series prediction for deformation of surrounding rocks in soft rock bolt - grouting roadway
软岩锚注巷道围岩变形量的时序预测 |
| 3. | An analysis of destabilizing pattern and mechanism of rock - anchored crane beam by dda
用非连续变形法分析岩锚吊车梁失稳形式及机理 |
| 4. | The analysis by numerical simulations of support with bolts and net in the soft rocks and application
软弱围岩锚网索支护数值模拟分析与应用 |
| 5. | Research on safety standard for rock anchor beam under blasting vibration in large underground powerhouse
大型地下厂房岩锚梁爆破安全控制标准研究 |
| 6. | Study and application of supporting mechanism of combined support of bolting - grouting and prestressed cable anchor in large broken zone surrounding rock
大松动圈围岩锚注与预应力锚索联合支护技术的机理与实践 |
| 7. | The load and displacement distribution characteristic of anchor cable and host rock medium were compared single anchor with anchor cable group
比较了群锚与单锚作用下的岩锚本身及宿主介质的荷载、位移分布特征。 |
| 8. | At first , the author has analyzed the destroy style and mechanism of blasting , studied various factors which influence on the effect and supporting design of rock anchor beam of underground hydroelectric power station
在首先分析爆破机理的基础上，探讨并确定了影响地下厂房岩锚梁爆破开挖成型质量和稳定性的各种因素。 |
| 9. | The rock anchor beam is the most difficult and demanded in excavating underground factory , its quality will affect its safety of performing later , as a result , a better quality and smaller crushedregion is demanded
在水电站地下厂房开挖中，岩锚梁开挖难度大、质量要求高，该部位成型质量的好坏将直接影响今后厂房内吊车的运行安全。岩锚梁开挖要求其具有良好的开挖轮廓面和较小的破坏范围。 |
