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打桩阻力
pile driving resistance
- 并根据打桩引起的桩负摩阻力概念对两类桩基沉降差异的机制作了分析。
And the mechanism causing the difference is also analyzed based on the concept of negative frictional resistance. - 计算结果表明，泊松效应对打桩侧阻力的影响很小，可以忽略不计。
The results show that the influence of Poisson effect to skin resistance for pile driving is little, so can be ignored. - 桶形基础采用负压沉贯法施工，与压桩、打桩等施工方法显著不同，且阻力特性受地基性质影响很大。
The bucket foundation suction penetration technique is different from the pile driving technique, and the characteristics of penetration resistance is greatly influenced by the seabed character.
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