Chinese translation for "friction pile"
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- 抗滑桩
磨擦法
磨擦桩
摩阻桩
深基础摩擦桩
Related Translations:
- Example Sentences:
| 1. | Test study on length influence to large diameter friction piles
桩长对大直径摩擦桩影响的试验研究 | | 2. | Research on computing method for vertical bearing capacity of friction pile foundation
摩擦桩竖向承载力计算方法研究 | | 3. | Based on the results of economic and technological study , the friction pile is a better solution for slope stability
经济技术比较结果表明，采用抗滑桩的加固措施较好。 | | 4. | In addition , the friction piled foundation , creep pile foundation , the piled raft foundation and the padded pile foundation are the main models to be analyzed
主要分析了沉降控制复合桩基、减少沉降桩基础、疏桩基础、带褥层群桩基础等。 | | 5. | 4 . thorough tests and studies are conducted on the construction project designed with the friction piled foundation , in order to identify the working rules of the soil and the settlement
4 .对按“沉降控制复合桩基”设计的某工程,进行了全过程的测试研究,以找出桩土作用的规律、沉降规律等。 | | 6. | As the load increases , when the pile is no longer the pure friction pile , the method is also applicable for the cases that the pile has end support or the friction acting on the pile reaches limit
随着荷载的增大，当桩体不再是纯摩擦桩时，计算方法同样适用于有桩端力或桩侧摩阻力达到极限值的情况。 | | 7. | Based on the assumed vertical displacement of the unit cell and the assumed distribution on the pile - soil interface of the pure friction pile , and using the boundary conditions that there was no relative slipping between pile and soil , the pile decrement was equal to that of soil on the pile - soil interface and that the vertical sheer stress of the unit cell ' s outer edge was equal to zero , the formula for the frictional distribution of the pure friction pile and the formulas for the displacement of pile and soil in the treated area were deduced
通过假定的单元体竖向位移模式和纯摩擦桩桩侧摩阻力分布模式，利用桩土间无相对滑移、桩土界面处桩土压缩量相等和单元体边界处竖向切应力为零等边界条件，推导出复合地基纯摩擦桩桩侧摩阻力分布的具体表达式，以及加固区桩土压缩量的计算公式。 | | 8. | In this paper the friction piles are used in zipingpu multi - purpose dam construction project , the spillway in the side slope is covered with overburden , the horizontal area is from sp . 0 + 200m to sp . 0 + 280m , the elevation is about from el . 810m to el . 950m , there is hard and integral rock under the overburden , which provides enough anchor ability , and it ' s requirement to set the friction pile at the appropriate place ; in order to improve the slope stability that suitable excavation or weeding off the disadvantage load on the landslide are good measures , for the scarp it ' s better to reduce the slope
摘要紫坪铺水利枢纽工程溢洪道桩号0 + 200 ~ 0 + 280 、高程810 ~ 950m范围的内侧边坡为覆盖层边坡，坡体下部有较为完整坚硬的岩石，具备提供足够锚固力的条件，在适当的位置可以考虑设置抗滑桩，再通过适量的开挖提高边坡稳定性，或将滑坡体上部不利于稳定的荷载挖除，对于陡坡的坡面可以将坡削缓，则效果会更好。 |
- Similar Words：
- "friction peeling" Chinese translation, "friction pendulum" Chinese translation, "friction pesidual angle" Chinese translation, "friction phase" Chinese translation, "friction piece" Chinese translation, "friction plane" Chinese translation, "friction plate" Chinese translation, "friction plug" Chinese translation, "friction plug spring" Chinese translation, "friction polymers" Chinese translation
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