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vertical static load     
相关语句
  竖向静力
     Steel Ratio and Strength Calculation of Reinforced Concrete Brackets of Small Shear Span Ratio under Vertical Static Load
     小剪跨比钢筋砼牛腿在竖向静力作用下的强度计算与配筋率
短句来源
     In this paper, the instability paths of a single layer reticulated spherical shell are investigated by self developed nonlinear analysis program considering the vertical static load combination and wind load combination.
     采用自编结构非线性分析程序 ,对某工程肋环形单层球面网壳结构就两种主要工况 (竖向静力荷载组合作用及风荷载组合作用 )进行了失稳全过程分析 ,得到结构多条失稳路径。
短句来源
     On the basis of a large number of experiments and the statistical analysis on the experimental data of 60 odd brackets,the author brought forward the maximum and minimun steel ratio limit of the reinforced concrete solid web corbel whose small shear span ratio is less than 0.3 under the vertical static load,filling the gap of norm in use with a practical value.
     在大量试验的基础上 ,对 6 0多个试件的试验数据进行统计分析 ,提出剪跨比小于 0 .3的钢筋砼实腹牛腿在竖向静力作用下的最大最小配筋率限值 ,填补现行规范的空白 ,具有一定的实用价值。
短句来源
     On the basis of experiments already finished,the paper analyzes the working period and factors of strength of reinforced concrete brackets of small sheer span under vertical static load and it also points out the calculation equation of crack and strength of the bracket according to the destructive form,experimental curve and data.
     在已有实验的基础上 ,分析了小剪跨比钢筋砼实腹牛腿在竖向静力作用下的工作阶段及影响承载力的因素 ,并根据实验数据、曲线、破坏形态 ,提出了该类牛腿开裂以及强度计算公式。
短句来源
  竖向静载荷试验
     The application of the connecting pipe technique in vertical static load test of single pile
     连通管技术在单桩竖向静载荷试验中的应用
短句来源
     The limitation of the reference beam in vertical static load test of single pile is explained in this paper. Then the application principle and the merits of the connecting pipe technique in this test are pointed out, and explained on the basis of an example with contrast tests.
     说明了基准梁在单桩竖向静载荷试验中的局限性, 提出了连通管技术在单桩竖向静载试验中的应用原理和优点, 并以工程中的对比试验实例予以说明。
短句来源
     Combined with engineering situation and field geologic condition,the author analyzes the causes of dial indicator "reversion" and pile "floating" in the process of single-pile vertical static load test,and summarizes several problems should be noticed during the test in loess and collapsed loess region,in order to ensure the authenticity and reliability of static testing result.
     结合工程概况及场地地质条件,针对单桩竖向静载荷试验过程中出现百分表“反转”、桩“上浮”等现象,对出现异常现象的原因进行了分析,总结出在黄土及湿陷性黄土地区进行试验应注意的几点问题,以保证静载荷试验结果的真实可靠。
短句来源
  竖向静力作用
     Steel Ratio and Strength Calculation of Reinforced Concrete Brackets of Small Shear Span Ratio under Vertical Static Load
     小剪跨比钢筋砼牛腿在竖向静力作用下的强度计算与配筋率
短句来源
     On the basis of a large number of experiments and the statistical analysis on the experimental data of 60 odd brackets,the author brought forward the maximum and minimun steel ratio limit of the reinforced concrete solid web corbel whose small shear span ratio is less than 0.3 under the vertical static load,filling the gap of norm in use with a practical value.
     在大量试验的基础上 ,对 6 0多个试件的试验数据进行统计分析 ,提出剪跨比小于 0 .3的钢筋砼实腹牛腿在竖向静力作用下的最大最小配筋率限值 ,填补现行规范的空白 ,具有一定的实用价值。
短句来源
     On the basis of experiments already finished,the paper analyzes the working period and factors of strength of reinforced concrete brackets of small sheer span under vertical static load and it also points out the calculation equation of crack and strength of the bracket according to the destructive form,experimental curve and data.
     在已有实验的基础上 ,分析了小剪跨比钢筋砼实腹牛腿在竖向静力作用下的工作阶段及影响承载力的因素 ,并根据实验数据、曲线、破坏形态 ,提出了该类牛腿开裂以及强度计算公式。
短句来源
  竖向静载荷
     The application of the connecting pipe technique in vertical static load test of single pile
     连通管技术在单桩竖向静载荷试验中的应用
短句来源
     The limitation of the reference beam in vertical static load test of single pile is explained in this paper. Then the application principle and the merits of the connecting pipe technique in this test are pointed out, and explained on the basis of an example with contrast tests.
     说明了基准梁在单桩竖向静载荷试验中的局限性, 提出了连通管技术在单桩竖向静载试验中的应用原理和优点, 并以工程中的对比试验实例予以说明。
短句来源
     Combined with engineering situation and field geologic condition,the author analyzes the causes of dial indicator "reversion" and pile "floating" in the process of single-pile vertical static load test,and summarizes several problems should be noticed during the test in loess and collapsed loess region,in order to ensure the authenticity and reliability of static testing result.
     结合工程概况及场地地质条件,针对单桩竖向静载荷试验过程中出现百分表“反转”、桩“上浮”等现象,对出现异常现象的原因进行了分析,总结出在黄土及湿陷性黄土地区进行试验应注意的几点问题,以保证静载荷试验结果的真实可靠。
短句来源

 

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      vertical static load
    When the negative pressure is developed in the oil film, the locus of center of journal running in bearing deviates from the well-known semi-circle like shape, and the journal center is pushed outwards and horizontally under vertical static load.
          


    This paper presents the empirical formulas for estimating pile bearing values based on static cone penetration resistance. The empirical formulas have been worked out on the basis of the data of 92 static cone tests and the results thus calculated have been compared with those from vertical static loading tests on 110 reinforced concrete driven piles, 6 to 60 meters in length, in Shanghai and in similar soft soils in East China coastal regions. Since then, these empirical formulas have been...

    This paper presents the empirical formulas for estimating pile bearing values based on static cone penetration resistance. The empirical formulas have been worked out on the basis of the data of 92 static cone tests and the results thus calculated have been compared with those from vertical static loading tests on 110 reinforced concrete driven piles, 6 to 60 meters in length, in Shanghai and in similar soft soils in East China coastal regions. Since then, these empirical formulas have been used to check the pile bearing capacity obtained from 21 static loading tests against the data of 10 static cone tests acquired in other regions.

    本文根据上海及东南沿海软土地区的单用探头的92个静探孔与110根长度为6~60米的钢筋混凝土打入桩的单桩静载荷试验资料的对比分折,提出了利用静力触探估算单桩极限承载力的经验公式。并用此公式对其它地区的10个静探孔与21根试桩资料进行了检验。

    This paper presents the empirical formulas for estimating pile bearing values based on static cone penetration resistance. The empirical formulas have been worked out on the basis of the data of static cone tests and the results thus calculated compared with those from vertical static loading tests on 118 reinforced concrete driven piles, in Shanghai and Similar Soft soils in Eastea China coastal regions, and also the results for estimating pile bearing capacity have been discussed.

    本文根据上海及东南沿海软土地区的静力触探资料与118根钢筋混凝土打入桩静荷载试验对的比分析,提出了利用静力触探估算单桩极限承载力的经验公式。并对上述桩的估算结果进行了分析和评价。

    Based on the pile-soil system computation model, this paper focuses the relationship between the ultimate bearing capacity and the stiffness for a single pile under the vertical static load. The results indicate that the relationship between the ultimate bearing capacity and stiffness is influence by many factors, such as the relative stiffness between the soil beside the pile and the soil below the pile tip, the compressive stiffness of pile section, pile length etc.. These factors have been analyzed...

    Based on the pile-soil system computation model, this paper focuses the relationship between the ultimate bearing capacity and the stiffness for a single pile under the vertical static load. The results indicate that the relationship between the ultimate bearing capacity and stiffness is influence by many factors, such as the relative stiffness between the soil beside the pile and the soil below the pile tip, the compressive stiffness of pile section, pile length etc.. These factors have been analyzed theoritically and verified by experimental data in the paper.

    本文根据所采用的计算模型,从理论上研究了在竖向静压力作用下,单桩的极限承载能力与刚度的关系。研究结果表明:桩的极限承载能力与刚度的关系并不是简单的线性关系,而是受许多因素(如桩侧土刚度、桩端土刚度、桩截面的抗压刚度、桩长等)的影响。本文研究分析了这些影响因素,并用试验数据进行了验证。

     
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