| 1. | Analysis of deformation of tension piles
等截面抗拔桩的变形分析 |
| 2. | Attentions for the testing of tension pile with branches and plates
挤扩支盘抗拔桩试验应注意的问题 |
| 3. | Analysis of deformation on tension piles
抗拔桩的变形分析 |
| 4. | Prediction of ultimate bearing capacity of tension piles with uniform cross section by grey theory
等截面抗拔桩极限承载力的灰色预测 |
| 5. | The problems in the planning of journals sponsored by the institutions of higher learning and the solutions
岩层中抗拔桩的承载力计算方法探讨 |
| 6. | The primary factors , which affect the utmost capacity and ascending displacement , are construed by using the fem . and some suggestions about how to design tension piles are made
利用有限元对影响抗拔桩q ? s曲线的主要因素进行了分析，且对抗拔桩设计提出了几点建议。 |
| 7. | Failure modes of the tension piles are introduced first . based on the failure modes , the utmost bearing capacity calculations of single uniform - section pile are analysed and studied
首先介绍了抗拔桩的破坏模式，并在此基础上分析研究了的等截面抗拔桩单桩极限承载力计算。 |
| 8. | Tension piles are widely used for resisting uplift loads of underground structures such as deep basement and underground transformer substation , and foundations for tall buildings subjected to high bending moments
摘要抗拔桩常被应用于地下构筑物的抗浮和受较大弯矩作用高耸构筑物的基础。 |
| 9. | The stress and deformation mechanism of expanding - bottom tension piles is analysed . then primary factors , which affect the utmost capacity and ascending displacement , are offered and discussed
对扩底抗拔桩的受力和变形机理进行了分析，并在此基础上探讨了影响抗拔桩极限承载力和上拔量的主要因素。 |
| 10. | According to the static - load tests data , the differences of side frictions about the tension piles and the pression piles are contrastively analysed . the ratio between tension piles " side friction and pression piles " side friction is closed to 0 . 8
利用桩的静载实测资料，对浙江软土地区抗拔桩和承压桩侧摩阻力的差异做了对比分析，并得出它们的比值为0 . 8左右。 |
