1) vertical pile
直桩
1.
The calculaion method and the principle for deciding the positive and negeative signs are described in the paper,when using the method of intersection to loft the vertical pile and inclined pile (including the inclined piles which the pile axis and the central line of row pilling have the horizontal torsion angle
阐述用交会法放样高桩码头的直桩和斜柱(包括桩轴线与排架中心线有水平扭角的斜桩)时所采用的计算公式和决定水平扭角正负号的原则。
2) vertical pile cap
直桩桩帽
1.
This paper analyzes the methods of determination of bearing capacity and checking calculation for crack resistance of the vertical pile caps of reinforced concrete and shows the calculation table for the design of the vertical pile caps.
对钢筋混凝土直桩桩帽的承载力计算与抗裂验算的方法进行了分析,并编制了直桩桩帽设计计算表。
3) lifting type jacket
垂直裙桩
4) Large diameter pile
大直径桩
1.
Research on axial bearing behavior of large diameter piles;
大直径桩的竖向承载性能研究
2.
Using the ABAQUS software,the static load testing results of two large diameter piles have been simulated by the three-dimensional finite element numerical method.
土的弹塑性本构模型分别采用扩展Drucker-Prager模型和Mohr-Coulomb模型,桩-土接触面采用主从接触面模型,利用ABAQUS软件,对两根大直径桩的静载荷试桩结果进行了三维有限元数值模拟,结果表明:当土的内摩擦角Φ≤22°时,采用扩展Drucker-Prager模型较Mohr-Coulomb模型更好地模拟出大直径单桩竖向荷载作用下的荷载-沉降关系曲线;但当Φ>22°时,Mohr-Coulomb模型也能很好地模拟出大直径单桩的荷载-沉降关系曲线。
3.
This paper introduced the principle of sliding micrometer in test of large diameter pile body, and compared it with traditional method and indicated that t his kind of method has the merit of accurate test result and can appraise the quality of pile body.
该文介绍了大直径桩桩身检测中的滑动测微计测试原理,并与传统的检测方法做了对比,说明了其具有测试精确,可全面评价桩身质量等优点,列出了数据分析处理的具体方法,最后给出了工程实例。
5) large diameter piles
大直径桩
1.
The large diameter piles (LDPs) not only have stronger bearing capacity with less deformation, but also have some other advantages: flexible in application, simple in computation, convenient for construction, and economical in materials consumption, etc.
大直径桩不但具有很高的承载力和较小的变形,而且还具有使用灵活、计算简洁、施工方便、节省材料等优点,因而被工程上日益广泛地采用为首选的深基础型式。
6) vertical piles
竖直双桩
1.
The Q～ S Curves was used with the Plaxis finite analysis program to estimate the vertical carrying capacity of herringbone piles and vertical piles having same pile top space between.
通过有限元计算分析,对在粘土中人字形桩和竖直双桩的抗拔与抗压承载力Q~S曲线进行了定性的比较分析,得出了在相同桩顶间距时,人字形桩抗拔抗压性能均优于竖直双桩抗拔抗压性能的结论。
补充资料：贬江陵途中寄乐天、杓直、杓直以员外郎判盐
【诗文】：
想到江陵无一事，酒杯书卷缀新文。紫芽嫩茗和枝采，
朱橘香苞数瓣分。暇日上山狂逐鹿，凌晨过寺饱看云。
算缗草诏终须解，不敢将心远羡君。
【注释】：
【出处】：
全唐诗：卷412-33
想到江陵无一事，酒杯书卷缀新文。紫芽嫩茗和枝采，
朱橘香苞数瓣分。暇日上山狂逐鹿，凌晨过寺饱看云。
算缗草诏终须解，不敢将心远羡君。
【注释】：
【出处】：
全唐诗：卷412-33
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