根桩的英文

• stump

• "根"英文翻译    root
• "桩"英文翻译    pile; pole; stake
• "树根桩" 英文翻译 :    root piles
• "根桩丝体" 英文翻译 :    rhizoidalfilament
• "半桩环只带一根桩" 英文翻译 :    half anchor
• "地基处理树根桩" 英文翻译 :    root pile
• "根桩菌素 根状菌索" 英文翻译 :    rhizomorph
• "网状结构树根桩" 英文翻译 :    reticulated root pile
• "根竹口" 英文翻译 :    genzhukou
• "根朱" 英文翻译 :    ghengiu
• "根状部" 英文翻译 :    radicle
• "根株压条" 英文翻译 :    stool layering
• "根状丛赤壳" 英文翻译 :    nectria radicicola
• "根株形数" 英文翻译 :    root stock form factor
• "根状的" 英文翻译 :    rhizoid; rhizomorphic; rhizomorphous
• "根株萌芽" 英文翻译 :    stool shoot; stool sprout

• Apart from dredging and rock - filling works , several piles have been erected in the harbour
  维港内除了挖泥和填土工程外，已竖立了数根桩柱。
• An efficiency formula for non - uniformity of load distribution the longitudinal direction of pile groups and a total lateral bearing capacity formula of n piles are set up
  研究得出了计算纵向受荷排桩中各桩水平承载力不均匀分配效率系数公式和n根桩的总水平承载力公式。
• So many years passed , now the building of tang dynasty has already disappeared , but theres still two roots of old scholar tree we can see at the front of main hall of guanyin temple and the south - east corner of weituo palace
  年深日久，风雨侵凌，唐代建筑已不见踪迹。但观音寺内正殿前西侧及韦驮殿东南角，今天尚可见到两株古愧残存的根桩，其直径达1 . 5米以上，应是唐代遗存。
• Based on the measured data of more than 100 deep stirring piles in a certain project , combined with static loading test on over 20 piles , this paper deals with the feasibility of using the reflection wave method to detect the completeness of the deep stirring pile body
  摘要根据某工程100多根深层搅拌桩的实测资料，并结合20馀根桩的静载试验结果，对反射波法检测深层搅拌桩桩身完整性的可行性进行了探讨。
• Under the assumption each pile enter the limit state at the same time and the reliability of each pile represent the reliability of the pile foundation . so it is enough to study the reliability of single pile and the result is suitable for the whole pile foundation
  由于在此假定下，各桩同时进入极限状态，每根桩的可靠性都代表了整个桩基础的可靠性，因此研究单桩的可靠性即可，其结果同样适用于整个桩基础。
• Someone think it must use permeating theory to design , the others think it must use permeating theory to design . the building ministry made out the working standard of the later pressure grouting of pour pile , but it stand at the industry standard , is n ' t enough perfect and comprehensive . in this paper , the author put forward the design principle by analyzing the reasons that affect the bear load ability of the drilling hole pour pile and the principle that improve the bear load ability of single pile by later pressure grouting , put forward th e working technology and requirement of check before acceptance by analyzing and summarizing several models such as the chinese railway 11 office residential high building
  本文通过分析影响钻孔灌注桩承载力的因素以及钻孔灌注桩后压浆提高单桩承载力的机理提出了设计计算的原则；通过中铁十一局高层住宅楼钻孔灌注桩低压力后压浆工程对6根桩的压浆对比试验及钻探揭露确定了低压力后压浆所适用设计理论和方法；确定了低压力后压浆的压浆压力、压浆量等参数；经过实验及经验总结确定了压浆材料的选取原则及方法，列出了低压力后压浆在不同土层适用的压浆材料。
• Based on state - vectors load transfer method , this paper presents a new reliability analysis method of bored pile settlement . in the light of the eight full - scale piles , tests of the uncertainty analysis of pile settlement calculating by the new method is given . at last , this paper also analyzes the reliability of one of the eight piles
  根据桩周阻抗三阶段理论，提出了用荷载传递计算单桩沉降可靠度的方法，根据8根试桩静载试验及其原位测试资料，对该方法计算模式的不定性作了分析，并对其中一根桩的沉降进行了可靠度计算。
• In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock . the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002 , tb 10002 . 5 - 99 , jtj024 - 85 and jgj94 - 94 , then the design method with correlated formula of socketed piles in xigeda - mudstone is given . at the end of this paper , based on the research of pressure grouting technique in recent years , and combined with in - site test result , this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters , which provid es experiences for applying this technique and further studying
  本论文结合省级科研项目“西攀高速公路昔格达组泥岩层中钻孔桩提高承载力的研究” ，所做的研究工作主要在以下三个方面：一是根据8根桩身内埋设量测元件试桩的单桩竖向静载荷试验资料，分析了各试验桩特别是常规冲孔灌注嵌岩桩在昔格达泥岩中的轴向力、侧摩阻和桩端阻力的分布和发挥规律；二是在讨论现行规范对嵌岩桩承载力的计算公式的基础上，探讨了在昔格达泥岩层中的冲孔灌注嵌岩桩的侧摩阻和端阻的计算方法，并推荐了相应的计算公式；最后，在吸取近年来对灌注桩后注浆技术研究成果的基础上，结合现场试验研究结果，分析了该项技术在昔格达岩层中的应用效果，提出了相应的参数选取，从而为压力灌浆技术的工程应用和进一步研究提供经验，并为今后在该地层中合理选用桩型以及指导施工提供了依据。
• And these are verified by load test in site to validate the conclusion that the testing result on four piles area is closed to the result with the group piles effect in large area composite foundation and to determine the bearing capacity of composite foundation of single row piles and double rows piles , the result from single pile composite foundation is acceptable
  得到确定大面积复合地基承载力的荷载试验中，一般测试4根桩所处理的面积，测得的承载力就能较好地接近在群桩效应下的结果，而确定单排或双排群桩复合地基的承载力，单桩或双桩复合地基荷载试验的结果便行。
• When the frequency approaches zero , the factor approaches zero correspondingly ; 2 ) the amplitude of interaction factors changes with the incident angle of rayleigh waves and reaches maximum when is zero . moreover , with the increase of , the wave period shortens apparently ; ( 3 ) the amplitude of interaction factors decreases as the pile spacing increases and approaches to zero when the pile spacing is 15 ; 4 ) the amplitudes of interaction factors increase clearly with the increasing stiffness ratio of pile to soil ; 5 ) the lat eral seismic response of fixed - head pile groups is much smaller than that of free - head pile groups . moreover , the pile - group effects induced by rayleigh waves can be neglected ; 6 ) the lateral seismic response of piles at different location differs from each other
  得到了以下结论： 1 )桩的相互作用因子随频率呈周期性变化，在振动频率比较低的情况下，桩的横向相互作用因子也较低，当频率趋近于零时，相互作用因子也趋近于零； 2 )桩的相互作用因子的幅值随瑞利波入射角度的变化而变化，在= 0情况下幅值最大，且随入射角度的增加，波动的周期明显缩短； 3 )桩的相互作用因子的幅值随着桩与桩间距的增加而减小，至s d = 15时，桩的相互作用因子基本趋近于0 ； 4 )在频率比较低时，相互作用因子幅值随桩土相对刚度比的增加而显著增加； 5 )桩顶固接可以有效地降低群桩的横向地震响应幅值，由瑞利波产生的群桩效应可以忽略不计； 6 )群桩中不同桩位的桩的横向地震响应是不同的，每根桩所在的桩位对其横向地震响应有很大的影响；刀桩数的增加并不能减小桩的横向动力响应。