1) pile tip solidification
桩端固化
2) anchorage of pile end
桩端锚固
3) bottom fixed pile
端部嵌固桩
1.
On the basis of energy method, the study is carried out on axial stability of bottom fixed piles which have three different top abutments and are acted on by the lateral frictional resistance and top load.
对 3种不同的桩顶支承情况下的端部嵌固桩 ,用能量法对其在顶部集中荷载和桩侧摩阻力作用下的竖向稳定性进行了研究 ,推导了求解失稳问题的计算公式 ,用数值方法求得了桩的临界长细比的数值解。
4) consolidating pile
强化桩;固结桩
5) reinforcement depth below pile tip
桩端加固影响深度
6) pile tip
桩端
1.
The bearing capacity of super-long and large-diameter bored pile tip is influenced by the facts including construction process,depth effect,size effect and so on.
阐述了超长大直径钻孔灌注桩桩端承载力的影响因素,包括施工工艺、深度效应和尺寸效应等。
2.
The analysis of pile tip settlement measuring and the data of pile testing,has ex-pressed that the stress-strain process of upper loads on pile shaft and foundation soil has elastic deformation characteristics of both pile and foundation soil.
桩端沉降测量和试桩资料的分析结果表明,桩在传递上部荷载与地基土之间产生的应力应变过程,表现为桩的弹性杆件和地基土的弹—塑性变形特征。
补充资料：暗桩
1.植立于水中而不露出水面的木桩。
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