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身荷载
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  body load
     This paper introduced the establishing process of the index model primarily, through the mechanics, establishes the mathematical model that the pile body load weakened along with the depth, and shows that the process of the load transmitting is related with the rigidity ratio of the pile end and the soil around the pile, and the rigidity ratio of the pile and the soil, and the ratio of radius to length, etc.
     本文重点介绍了指数模型的建立过程,通过力学知识,建立了桩身荷载随深度逐渐衰减的数学模型,认为桩土荷载性状与桩端、桩周土的刚度比,桩、土的刚度比,桩的长径比等因素有关。
短句来源
  “身荷载”译为未确定词的双语例句
     Elastoplastic analysis method for load transfer of pile
     桩身荷载传递的弹塑性分析方法
短句来源
     Static Load Test on Pile of Bridge and Interrelated Parameters in Stress Wave Test
     桥梁桩基桩身荷载量测与应力波法测试中的参数
短句来源
     A method for the settlement calculation of composite foundation with rigid piles is presented,based on the tests of stress distribution. Impact of negative friction,cushion compression and penetration are also considered. Cushion is considered to behave the same as elastomer;
     以刚性桩复合地基应力场试验结果为基础,考虑负摩阻力的影响,将垫层视为弹性体来考虑垫层压缩和桩刺入对沉降的影响,分别应用Geddes解和Boussinesq解计算桩身荷载和桩间土荷载在地基中产生的竖向应力,得到刚性桩复合地基沉降的简化计算方法。
短句来源
     Based on three parameters load transfer function of pile body and tip and considering the pile-soil interaction,the numerical simulation iteration model of load-settlement relationship of a single pile is developed from the aspect of theory.
     以桩身和桩端的三参数荷载传递函数为基础,考虑桩-土(岩)共同作用,从理论上推导了桩身荷载与沉降关系的数值模拟的迭代模型。
短句来源
     based on the result of finite element,this paper analyse the disciplinarian of transmission of load on pile shaft and make sure stress on pile shaft assuming exponential decay along with pile shaft from result of actual measurement.
     根据有限元计算结果分析了桩身荷载传递规律并与实测结果对比确定桩身应力随桩身呈指数衰减。
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  相似匹配句对
     Elastoplastic analysis method for load transfer of pile
     桩荷载传递的弹塑性分析方法
短句来源
     Hydredynamic loads;
     水动力荷载
短句来源
     TESTING STUDY ON COMPRESSION OF PILE UNDER VERTICAL LOAD
     桩混凝土在竖向荷载作用下的压缩量试验研究
短句来源
     THE ICE LOAD ON CONE
     锥面的冰荷载
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     slim menu
     瘦菜单
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  body load
According to recent observations, influence of body load has to be taken into account for the neuronal control of upright stance in addition to the systems known to be involved in this regulation (e.g.
      
To study the adaptational reflex behavior, multiple measurements were taken during walking with normal (control) and increased body load and after removing the load.
      
Changes in body load affected the ongoing soleus activity level; however, it did not affect the amplitude of the soleus EMG responses to the ankle trajectory modifications.
      
The aim of the present study was to determine the effects and the course of sudden and unexpected changes in body load (vertical perturbations) on leg muscle activity patterns during walking on a treadmill.
      
Barnacles transplanted from an area of high to one of low seawater zinc concentration, lost zinc slowly (0.3% body load per day over an 11 wk period).
      
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In order to study the time effect on the bearing capacity of single driven pile, experiment of pile foundation in Da Gang power plant was conducted. Experiments of models with different scales of steel tube piles and concrete piles have been carried out with various time, various loading program. Based on the results of the experiments views on the behaviors of time effect of single pile in saturated soft soil and sugestions for determining the bearing capacity of pile with consideration of time effect are presented....

In order to study the time effect on the bearing capacity of single driven pile, experiment of pile foundation in Da Gang power plant was conducted. Experiments of models with different scales of steel tube piles and concrete piles have been carried out with various time, various loading program. Based on the results of the experiments views on the behaviors of time effect of single pile in saturated soft soil and sugestions for determining the bearing capacity of pile with consideration of time effect are presented.

为研究饱和软土中预制打入单桩承载性能的时间效应,结合天津大港电厂二期工程的静力试桩,对混凝土预制桩和钢管模型桩分别进行了沉桩不同休止时间、不同加荷程序的静载试验,并对桩身荷载传递进行了测试。通过试验结果分析,对饱和软土中预制打入单桩的时效特性提出了一些见解,并对如何考虑时效特性来确定单桩承载力的方法提出了建议。

Load transmission function of pile foundation is determined herein by taking the load transmission function of pile shaft as hyperbola model and load transmission function of pile tip as model formed by hyperbala and index and optimal analyses are conducted on data of pile loading test.

本文将桩身的荷载传递函数采用为双曲线模型,极端的荷载传递函数采用为双曲线和指数组成的混合模型,并对压桩荷载试验资料进行优化分析来确定桩基荷载传递函数。

The paper focuses on researching the deformation and consolidation behavior of a composite ground with super long soil cement columns by FEM. On account of the small vertical deformation and the good quality of the columns, much of the load was transformed to their tips and then to the bearing layer. Thus the theory of effective length should be modified for these columns.

阐述了用邓肯张模型以及Biot固结理论编制的解决空间轴对称固结问题的有限元程序,并结合原位测试成果,对超长水泥土搅拌桩复合地基的固结变形、孔隙水压力的分布以及桩身荷载的传递规律等基本性状进行研究的一些成果,对同类工程的设计和施工有较大的指导意义.

 
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