桩荷载的英文

• pile load
• pileload

• "桩"英文翻译    pile; pole; stake
• "荷载"英文翻译    load
• "容许桩荷载" 英文翻译 :    allowable pile bearing load
• "桩荷载测试" 英文翻译 :    pile load test
• "桩荷载容量" 英文翻译 :    pile load capacity
• "桩荷载试验" 英文翻译 :    pile loading test; pile test; pileloadingtest
• "基桩荷载试验" 英文翻译 :    pile loading test
• "荷载" 英文翻译 :    load◇荷载电抗 load reactance; 荷载率 load rate; 荷载曲线 load curve; 荷载图 load diagram; 荷载系数 load factor
• "半荷载" 英文翻译 :    half load; half-load
• "边荷载" 英文翻译 :    side load
• "变荷载" 英文翻译 :    variable load
• "冰荷载" 英文翻译 :    ice loading
• "超荷载" 英文翻译 :    excess load
• "次荷载" 英文翻译 :    subordinate load
• "单荷载" 英文翻译 :    single load
• "点荷载" 英文翻译 :    point loading
• "动荷载" 英文翻译 :    dynamic load; energy load; live load; traveling load
• "风荷载" 英文翻译 :    wind loading
• "负荷载" 英文翻译 :    negative load
• "拱荷载" 英文翻译 :    arch load
• "荷载板" 英文翻译 :    loading plate
• "荷载比" 英文翻译 :    loading ratio
• "荷载的" 英文翻译 :    laden
• "荷载点" 英文翻译 :    load acting point; point of load application
• "荷载法" 英文翻译 :    d―loaddd

• Research on load transfer law of cement - soil composite pile
  水泥土组合桩荷载传递规律研究
• Study on the load transfer and the critical length of single cement - soil pile
  水泥土桩单桩荷载传递及临界桩长研究
• Soil : investigation and testing . isolated pile test under static transversal load
  土壤.调查与试验.静力横向负载下隔离桩荷载试验
• Elastic - plastic finite element analysis of the rule of load transfer for large - diameter piles
  大直径桩荷载传递规律的弹塑性有限元分析
• Pile load test
  桩荷载测试
• Abstract : based on the mechanism of load transference for super - long piles , the some problems to be noticed in their design are pointed out , and the better proposals are given
  文摘:在探讨超长桩荷载传递机理的基础上，指出超长桩设计应注意的若干问题并得出有关结论。
• Firstly unified load - settlement solution of single barrette pile based on bilinear load transfer function is developed in this paper . with the aid of the solution , the barrette behaviour is analyzed preliminarily
  本文首先采用荷载传递函数法推导出了双线性荷载传递函数下的单桩荷载沉降关系统一解，并利用此解对壁板桩的承载特性进行了初步分析。
• Finite element program of non - linear analysis to pile is made and together with results of building test pile and model test pile , therefore , the feature of load transferring and deformation mechanism were deeply analyzed
  对工程试桩的静载试验结果进行分析，确定单桩极限承载力。室外模型桩试验通过在桩身埋设测试元件，研究水泥土组合桩荷载传递规律以及变形特性。
• 5 . combining with field test , the author disputes load transfering mechanism and mode of failue about cement power - sprayed , and studies the relationship of n ( the stress ratio of piles to soil ) to load p . at last , the author summizes the factors to effect n
  作者结合现场试验，对粉喷桩荷载传递机理和破坏模式作了探讨，对粉喷桩的桩土应力比n与荷载水平p的关系进行了研究，并对影响桩土应力比的因素作了归纳总结。
• The results indicate that the load transfer law of squeezed branch pile is similar to that in the ordinary soil , the velocity of load - settlement curve changes slowly and the pile has high load bearing capacity , the principle of load transfer has apparently sequence
  结果表明，支盘桩荷载沉降曲线为缓变型，具有较好的承载性能，荷载传递规律与在非湿陷性黄土地基中具有相似的性质，桩身各段承载力的发挥具有明显的顺序性。