| 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 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。 |
| 7. | 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。 |
| 8. | Some conclusions are obtained as follows : 1 . elastic or rigid pile model of the studied structure is however a relative concept
通过研究本文得到以下认识： 1 、预应力锚索抗滑桩中的刚性桩模式和弹性桩模式只是一个相对概念。 |
| 9. | Loading test results indicate that the bottom resistance increases by about 100 % after grouting in the pile bottom , and the bearing capacity of the rigid pile increases by about 35 %
实测结果表明，桩底后注浆处理后，持力层的端阻力提高约100 % ，刚性桩复合地基承载力提高约35 % 。 |
| 10. | Based on the application of post grouting technique in the rigid pile composite foundation , the authors investigated the mechanism of the capacity increase of short rigid pile by this technique
摘要结合后注浆技术在刚性桩复合地基工程中的应用，探讨后注浆技术提高刚性短桩承载力的作用机理。 |
