护桩的英文

• fender pile
• guard pile
• guard stake
• pile fender
• pivot pier protection
• reference stake

• "护"英文翻译    protect; guard; shield
• "桩"英文翻译    pile; pole; stake
• "防护桩" 英文翻译 :    fender pile
• "围护桩" 英文翻译 :    fender post; skirt pipe
• "支护桩" 英文翻译 :    soldier pile; tangent pile
• "防撞桩；护桩" 英文翻译 :    fender pile
• "桥墩护桩" 英文翻译 :    starling
• "支护桩；竖桩；企桩" 英文翻译 :    soldier pile
• "护着就了不起" 英文翻译 :    npc
• "护住了的位置" 英文翻译 :    blocked position
• "护足" 英文翻译 :    footpads
• "护柱柱基；护柱基座" 英文翻译 :    bollard plinth
• "护蒴苔科" 英文翻译 :    calypogeiaceae
• "护柱柱基" 英文翻译 :    bollard plinth
• "护柩者" 英文翻译 :    pallbearer
• "护柱基座" 英文翻译 :    bollard plinth
• "护檐板" 英文翻译 :    clap-board
• "护柱；系船柱" 英文翻译 :    bollard

• C ) according the difference of geological condition and construction condition , this thesis select the best support among cantilever supporting pile , one - anchored supporting pile and soil nails support
  C )根据不同的工程地质和施工条件，优选悬臂支护桩、单层锚杆支护桩、土钉支护系列中的一种支护方案。
• It is on condition of the retaining and protecting piles imitated by nylon sticks , the top ring beam imitated by steel board , the foundation wadded by sandy soil , and the sectional size and extra load changed
  本文试验是以尼龙棒模拟支护桩，以扁钢模拟桩项圈梁，采用砂土填筑地基，通过变换圈梁的截面尺寸及堆载进行了八组试验。
• For the information construction , a improved back - propagation artifical neural network is used to predict the level displacement and lateral displacement of timbering stake . nonlinear regression prediction of deformation has been achieved
  为了做到信息化施工,以改进的bp人工神经网络为基础,建立了支护桩水平位移和侧向位移的预测模型,实现对基坑变形的非线性预测。
• The top beam can reform the force - bearing mechanism of the retaining piles because the cantilever piles can be fixed by adding a restriction on the top of the piles and the displacement of the piles can be reduced too . as the same time , top beam can harmonize the displacement and force of the piles and avoid the phenomenon of chain failure as one of the piles is destroyed . if the top beam are closed it can work well because the support on the two ends
  桩顶圈梁对支护桩的作用主要体现在：改善支护桩的力学性状，变悬臂桩为顶端约束的超静定状态；对桩顶位移起限制作用，减小基坑工程对周边环境的不良影响；协调各桩之间的受力和位移，避免局部受力过大引起各桩之间的连锁破坏现象。
• The emphasis is given on the studying of the horizontal displacement on the retaining structure consist of piles and anchors , which is a frequent type of retaining structure . it is founded that the rigidity of anchors and magnitude of pre - stress are the main factors which influence the deformation of retaining structures . the optimal design method on pile - anchor systems is presented
  桩锚支护是一种常见的基坑支护模式，本文以桩锚支护结构水平位移为重点，对支护结构刚度、支撑刚度与预应力、支护桩入土深度等对桩顶水平位移的影响进行了分析，指出在桩锚支护体系中，锚杆支撑刚度及预应力对基坑变形的影响最为明显，并通过工程实例加以验证。
• According to the feature of adamicearth , s engineering geology and calculation of engineering design , the chief problems about traditional calculation method in the earth pressure are studied refering to cantilever - type retaining pile in excavation engineering , and the calculation methods and specific advices are posed
  摘要根据红粘土工程地质的特点及工程设计计算，针对基坑工程中悬臂支护桩采用传统计算方法在土压力计算方面所存在的主要问题进行分析研究，并提出了具体处理意见和计算方法。
• Study on the mechanism of the top beam that used in retaining and protecting piles of deep foundations is the uppermost section of this master degree thesis . the classical structure mechanics method and the finite elements analysis software are used to calculate and analyse the internal force of the piles - top beam retaining system . based on the research of the mechanism of the top beam , the optimal design of piles in row is discussed
  本文针对深基坑排桩支护桩顶圈梁设计计算中存在的问题，以桩项圈梁的作用机理为主要研究内容，分别采用传统的结构力学矩阵计算方法和有限元分析软件对排桩?项圈梁支护体系内力进行计算和分析，对桩项圈梁作用的力学机理进行了深入的研究。
• Considering the difference of geological condition and construction condition , the thesis select the best form to save the money and make the work in security . a ) the pile support : according cantilever supporting pile , one - anchored supporting pile , the thesis compile a series of program with the method of criterion
  本文针对黄土地区悬臂支护桩、单层锚杆支护桩、土钉支护等不同的支护方案，优选了支护方法和结构形式，考虑了不同的地质条件和施工条件情况下，采用相应较合理的支护方案以达到安全可靠和经济的目的。
• Research results show that foundation pit slope soil structure destroy characteristic is subgrade shear strain destroy , namely , it is gradually destroy . lateral displacement of retaining and protecting piles has relations with embed depth , load grade and strength index parameter . soil displacement and timbering pile displacement are in harmony with deformation
  研究结果表明，基坑边坡土体具有地基整体剪切变形破坏的特点，系渐进破坏的过程；支护桩侧向变形是桩嵌固深度、荷载大小、土体强度参数变量的函数；土体的位移和支护桩的位移满足变形协调条件。