1) friction grouped piles foundation
摩擦型群桩基础
2) friction pile foundation
摩擦型桩基础
3) friction pile groups
摩擦型群桩
4) friction pile
深基础摩擦桩
5) friction pile group
摩擦群桩
1.
The equivalent axial rigidity of single pile in friction pile group is proposed.
提出了摩擦群桩中单桩等效轴向刚度的概念 ,建议采用现场实测数据确定之 ;并运用这一概念分析了桥梁桩基础设计中的绝对刚性承台假定的适用性 ,探讨了摩擦群桩与嵌岩群桩承载机理的不
2.
Through the calculation example,the paper studies and analyzes the friction pile group top force,foundation settlement change and foundation crossbar total rigidity change rule at the condition of different pile spacing ratio and pile length ratio.
通过计算实例,对不同桩距比、不同桩长比情况下摩擦群桩顶反力分布、基础沉降变化、基础纵横向总刚度变化规律进行了研究总结,以期为桥梁群桩基础计算和优化设计提出有益的参考建议。
6) frictional pile
摩擦型桩
1.
5 m thick soil filling can make negative skin friction most be developed,and the bearing capacity of frictional pile as well as end-bearing pile under negative sk.
5的填土高度能导致负摩阻力较充分地发挥,承载负摩阻力的端承型桩与摩擦型桩一样,承载力需综合沉降确定。
补充资料：岩石锚桩基础
岩石锚桩基础
rock-anchor pile foundation
翼鳝蒸巍揣骗廿瓢为直接建造在鞘上的土业广触下郭以脉受较蒙耀粼翼黝…黑篙蓄粼_一姚- 径。.二-一辉_
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条