桩群的英文

• bundle of piers
• bundle piers
• cluster of piles
• cluster piles
• group of piles
• pile clump
• pile cluster
• pile group
• pilegroup

• "桩"英文翻译    pile; pole; stake
• "群"英文翻译    crowd; group
• "木桩群" 英文翻译 :    wood pile cluster
• "斜桩群" 英文翻译 :    batter pile cluster
• "锚船桩群" 英文翻译 :    dolphin
• "三角桩群" 英文翻译 :    tripod
• "桩群, 桩束, 集桩" 英文翻译 :    clustered pile
• "桩群作用" 英文翻译 :    grouaction
• "桩桥钻井" 英文翻译 :    pier drilling
• "桩桥" 英文翻译 :    pile bridge
• "桩茹属形的" 英文翻译 :    paxilloid
• "桩墙" 英文翻译 :    piling wall
• "桩入深度" 英文翻译 :    hold of pile
• "桩排架" 英文翻译 :    pile bent; pilebent
• "桩入土长度" 英文翻译 :    embeded length of pile
• "桩排" 英文翻译 :    row of piles

• Battered pile and pile group are generally used in bridge , wharf and foundation of transmission power
  斜桩以及有斜桩群桩广泛应用于桥梁、码头以及大型输电线路基础等。
• There is less research about bartered pile and pile group . in this paper the " generalized elastic theory " is proposed to solve the problem
  目前对于斜桩单桩和有斜桩群桩承载特性的研究，还鲜有文献报道。
• ( 5 ) according to the relative theory of method of code , and connecting the project , compiling computer program , settlements of the pile groups for cast - in - situ piles with expanded branches or plates are carried out and analyzed
  ( 5 )利用《规范》法中的有关理论，结合工程实例，编制了计算机程序，对挤扩支盘桩群桩的沉降进行计算和分析。
• Under the vertical load , the vertical pile group has bigger bearing capacity than the battered pile group . under lateral load , the positive battered pile group has bigger bearing capacity than the vertical and negative battered pile group . both model experiments and prototype experiments are conducted
  与单桩类似，竖向受荷直桩群桩承载力比斜桩群桩大；水平受荷群桩， “正斜”单桩组成的群桩比直桩群桩和“负斜”单桩组成的群桩的承载力大。
• At last , the resultes are compared with those without adoption of random field model and the reliability of pile foundation under vertical load is systematically studied . the conclusion is that the interaction of piles group - soil - pile cap has great effect on the reliability of the pile foundation
  并与未采用随机场模型的计算结果相比较，对竖向荷载下桩基可靠性进行了较系统的研究，说明桩群?土?承台相互作用的特性对整个桩基础的可靠度有很大影响。
• At the same time , the corresponding programs on the above two methods can be compiled in frotran90 respectively , which are used to analyze the influence of several factors on behaviour of barrette pile group and barrette pile group - soil - cap interaction , including collocation of pile , ratio of length to width , pile spacing , ratio of depth to equivalent diameter , ratio of modulus of pile to soil , possion ' s ratio , the finite layer , the number of piles etc . lastly a series of model tests on vertically - loaded bahaviour of single pile are made , tests results are analyzed , and the causes of tests failure are preliminarily discussed in this paper
  分析了群桩布置形式、长宽比、桩与桩之间的相对距离，桩径比、桩土刚度比、泊松比、有限压缩层深度以及群桩根数等因素对壁板桩群桩和壁板桩群桩?土?承台的相互共同作用问题的影响。论文最后做了一组壁板桩和圆形桩单桩模型试验，对试验数据进行了分析，并对试验中存在的问题进行了初步探讨。
• In order to study the behaviour of barrette pile group interaction and barrette pile group - soil - cap interaction , the proposed approximate three dimensional method of single pile is extended in this paper . the respective governing load - settlement equations corresponding to barrette pile group interaction and barrette pile group - soil - cap interaction have been derived
  为了研究壁板桩群桩的相互作用和壁板桩群桩?土?承台的共同作用，本文将壁板桩单桩的近似三维弹性理论法作了进一步延伸，分别推导出了各自的荷载沉降控制方程，并编制了相应的程序。
• It is found mat many factors under working load are different between agitation pile composite foundation and plain concrete pile composite foundation , and analyze the reasons , describe the factors of two composite foundations under working load . the second , the module of the ground consisted of construction garbage is inverse analyzed with finite element analysis . then some mechanics rule of rigid pile ( plain concrete pile ) composite foundation is educed
  而对于用粉质粘土填土桩距较小的柔性搅拌桩，桩间土和桩的相对位移很小，桩群和桩间土形成了一个加固整体，应力在桩顶和桩端较集中，大部分的荷载传到桩端土和下卧层中，起到了很好的扩散荷载的作用。