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
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
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
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
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
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。
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。
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。
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。
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。