摩擦桩的英文

• floating pile
• friction pile

• "摩擦"英文翻译    rub; chafe
• "桩"英文翻译    pile; pole; stake
• "负摩擦桩" 英文翻译 :    negative friction pile
• "摩擦桩基" 英文翻译 :    floating pile foundation
• "深基础摩擦桩" 英文翻译 :    friction pile
• "磨擦桩" 英文翻译 :    floating pile; friction pile
• "磨擦桩基础" 英文翻译 :    floating pile foundation; friction foundation
• "摩擦" 英文翻译 :    1.(互相接触的两物体作来回相对运动) rub; chafe 轴颈在轴承面上摩擦。 the journal rubs against the bearing surface.2.[物理学] (相互接触的两物体在接触面上发生阻碍相对运动的现象) friction 滚动摩擦 rolling friction; 滑动摩擦 sliding friction; 把油涂到机器上减少摩擦。 oil is put in machinery to reduce the friction.3.(因利害冲突而引起的明争暗斗) friction; conflict; clash 内部摩擦 internal friction; 与某人发生摩擦 have a brush with sb.; 制造摩擦 create friction; 两国间的摩擦终于导致了一场战争。 the conflict between the two countries finally caused a war. 就我们来说, 这种摩擦是被动式的。 as far as we are concerned, these frictions are not of our own making [have been imposed on us].; 摩擦层 frictional layer; boundary; 摩擦辅音 fricative consonant; 摩擦计 tribometer; 摩擦力 friction; frictional force; 摩擦抛光 burnishing; 摩擦抛光器 burnisher; 摩擦片 friction plate; 摩擦音 fricative
• "摩擦摩擦力" 英文翻译 :    friction
• "干摩擦, 静摩擦, 库伦摩擦" 英文翻译 :    dry friction
• "壁摩擦" 英文翻译 :    wall friction
• "侧摩擦" 英文翻译 :    side friction
• "磁摩擦" 英文翻译 :    magnetic friction
• "带摩擦" 英文翻译 :    belt frection
• "低摩擦" 英文翻译 :    anti-friction
• "动摩擦" 英文翻译 :    [物理学] dynamical friction; kinetic friction; running friction◇动摩擦角 dynamic friction angle; 动摩擦系数 [力学] coefficient of kinetic friction
• "防摩擦" 英文翻译 :    antifriction
• "风摩擦" 英文翻译 :    wind friction
• "负摩擦" 英文翻译 :    negative friction
• "干摩擦" 英文翻译 :    dry frection; dry friction; dryfriction; unlubrication friction
• "管摩擦" 英文翻译 :    pipe friction
• "互摩擦" 英文翻译 :    mutual friction
• "紧摩擦" 英文翻译 :    friction-tight
• "静摩擦" 英文翻译 :    [力学] static friction; starting friction; friction of rest; statical friction◇静摩擦力 stiction; 静摩擦系数 [力学] coefficient of friction of rest; coefficient of static friction
• "抗摩擦" 英文翻译 :    anti-friction

• Test study on length influence to large diameter friction piles
  桩长对大直径摩擦桩影响的试验研究
• Research on computing method for vertical bearing capacity of friction pile foundation
  摩擦桩竖向承载力计算方法研究
• The piled raft foundation belongs to large spacing pile foundation . each pile works similarly as single pile
  沉降控制复合桩基中各单桩为摩擦桩，桩距较大，因此它的工作性状与单桩比较接近。
• As the load increases , when the pile is no longer the pure friction pile , the method is also applicable for the cases that the pile has end support or the friction acting on the pile reaches limit
  随着荷载的增大，当桩体不再是纯摩擦桩时，计算方法同样适用于有桩端力或桩侧摩阻力达到极限值的情况。
• A dynamic interaction schematic of an end bearing or elastic bearing pile with arbitrary force at pile top is founded . by using helmholtz resolution and the operator decomposition method , biot ' s equations governing motions of a porous solid saturated with interstitial fluid are decoupled
  建立饱和土中端承桩和摩擦桩在任意激振力作用下的理论模型，利用位移势函数及微分算子分解方法，得到饱和土层biot动力固结方程的分离变量解。
• The experiments show that the bearing capacity of super - long and large - diameter bored piles is mainly contributed by side friction , especially by their upper and middle parts , even under the bearing limitation , the ratio of base resistance to the total load is very low because of the soil residue at the bottom of piles , so this type of piles is friction ones
  试验表明:即使在极限荷载下,超长桩的竖向承载力仍主要由桩侧摩阻力提供,且主要集中在桩的中上段,下段摩阻力很小,桩的端阻力由于桩底沉渣的影响也难以发挥出来,所以超长桩为典型的摩擦桩。
• Pressure grouting has made piles and soil combinaion closely at the same tiine , the piles liave hand load capacity more than ever currenly , the design and calculation of root piles have been short of a sult of fledged theory aner referencing the application of root piles in underpinning engineering and basing on the intrinsic cbaraer of root piles in thes paper the authr has ehabshed mle constitutive relative of root piles and soil in correctin slopes , researched the slope edility aller correcang slopes and safety factr of slopes
  树根桩可以看作是一种摩擦桩，它不仅可以承担竖向荷载，而且还可以承担水平荷载，用压力注浆可以使桩与土体紧密结合，使桩具有较大的承载力。当前，对树根桩的设计计算却没有一套成熟的理论，本文在参考了树根桩应用于托换工程的设计计算方法后，根据树根桩的实际特征，详细推导了树根桩加固边坡后树根桩与土均质化复合“土体”的本构关系，研究了树根桩应用于边坡加固后的稳定性情况。
• In this paper , ansys is been used as numerical method . base on one example , fem model is created by using parameterized modeling and the develop technique by ansys , the effect of the model size has been studied . lt has been certified that the proper parameter value of the model is helpful to develop the analysis accuracy . the length , the diameter and the elastic modulus of pile is changed to study their effect . the analysis shows that : as to frictional pile , big length , big diameter , and great modulus is helpful to develop the bearing capacity of piles
  并分析了模型尺寸对分析结果的影响，结论表明，适当的选取模型参数，有利于分析的精度的提高。文章还通过改变不同的桩土系统参数，桩长，桩的直径，以及桩的弹性模量，得到了桩土系统的响应，绘制了p ? s曲线，结论表明，对于摩擦桩而言，增大桩长，提高桩的直径，或者提高桩的弹性模量，有利于提高单桩的极限承载力。
• Based on the assumed vertical displacement of the unit cell and the assumed distribution on the pile - soil interface of the pure friction pile , and using the boundary conditions that there was no relative slipping between pile and soil , the pile decrement was equal to that of soil on the pile - soil interface and that the vertical sheer stress of the unit cell ' s outer edge was equal to zero , the formula for the frictional distribution of the pure friction pile and the formulas for the displacement of pile and soil in the treated area were deduced
  通过假定的单元体竖向位移模式和纯摩擦桩桩侧摩阻力分布模式，利用桩土间无相对滑移、桩土界面处桩土压缩量相等和单元体边界处竖向切应力为零等边界条件，推导出复合地基纯摩擦桩桩侧摩阻力分布的具体表达式，以及加固区桩土压缩量的计算公式。

• 摩擦桩的日语：まさつぐい