| 1. | Study on deflection of rigid piles under lateral loads
横向载荷作用下刚性桩变位规律研究 |
| 2. | Three - dimensional limit analysis of lateral bearing capacity of rigid piles
刚性桩横向承载力的三维极限分析 |
| 3. | The calculation for stress and settlement of the rigid pile composite foundation
刚性桩复合地基应力及沉降计算 |
| 4. | Finite element analysis for seismic response of rigid pile composite foundations
刚性桩复合地基抗震性能的有限元分析 |
| 5. | Numerical analysis of stress and settlement law of rigid piles composite foundation
刚性桩复合地基应力及沉降规律数值分析 |
| 6. | The evidence of the optimal design for the rigid composite foundations is proposed
本文的计算分析为刚性桩复合地基的优化设计提供了依据。 |
| 7. | For groups with different pile configuration and pile compressibility , the present approach can also be used
此方法适合于各种桩型，对柔性桩和刚性桩均适用。 |
| 8. | It is reference to calculate and forecast the settlement of similar rigid - pile composite foundation
对刚性桩复合地基相似工程的变形计算与预测有一定的参考价值。 |
| 9. | The anti - seismic behavior of composite foundation with rigid pile was studied by a shaking table test with the scale factor of 1 / 10
摘要设计并完成了刚性桩复合地基1 : 10比尺的振动台试验。 |
| 10. | This study reveals that the bearing capacity of rigid pile composite foundation also can be increased by post grouting technique
因此，钻孔灌注桩的后注浆技术同样可以提高刚性桩复合地基的承载力。 |
