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three parameters load transfer function
相关语句
  三参数荷载传递函数
     Study on Three Parameters Load Transfer Function and Iterative Arithmetic of Large Diameter Single Pile Bearing Capacity and Settlement Analysis
     大直径桩承载性状分析的三参数荷载传递函数和迭代算法
短句来源
     Calculating Load-Settlement Curve of A Large Diameter Pile By Three Parameters Load Transfer Function
     三参数荷载传递函数计算大直径桩荷载-沉降曲线的研究
短句来源
     Therefore,it is feasible to analyze the bearing capacity of a large diameter single pile by three parameters load transfer function model of pile body and pile top and numerical iteration method.
     说明文章提出的方法对计算大直径单桩的荷载与沉降曲线具有较好的适用性,利用桩身和桩端的三参数荷载传递函数模型和迭代算法分析大直径单桩的承载性状是可行的。
短句来源
     In this paper, the three parameters load transfer function of pile skin and bottom is recommended, and the iterative arithmetic to compute pile load-settlement curve is given. The effect of the deviation of parameter values in the load transfer function on the pile load-settlement curve is analyzed.
     介绍了桩身和桩端的三参数荷载传递函数模型,推导了桩顶荷载-沉降关系P-S曲线的迭代算法,讨论了荷载传递函数模型中各参数对桩顶荷载-沉降关系曲线的影响;
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
  “three parameters load transfer function”译为未确定词的双语例句
     With three parameters load transfer function and iterative arithmetic , the load-settlement curve of pile embedded in homogeneous or layered soils can be obtained which is access to the results of static load test of single pile.
     采用该文所推导的桩顶荷载-沉降关系P-S曲线的迭代算法,计算了南京两个实际工程中的两根大直径桩的桩顶荷载-沉降关系曲线,计算的曲线与静载试验得到的曲线吻合很好.
短句来源
  相似匹配句对
     The results show that the three parameters,i.
     仿真结果表明:疏水箱的最大允许流量、疏水箱压力以及汽水分离器的压力三参数是相辅相成,相互制约的;
短句来源
     Three.
     三.
短句来源
     Three.
     三、多姿多彩的艺术手法
短句来源
     Result The three parameters of A,B,and C are better.
     结果 A、B、C 三种树脂的三个参数值较好。
短句来源
     Such function has only three parameters and suits to test results.
     该方程参数少,能够较好的拟合试验曲线。
短句来源
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In this paper, the three parameters load transfer function of pile skin and bottom is recommended, and the iterative arithmetic to compute pile load-settlement curve is given. The effect of the deviation of parameter values in the load transfer function on the pile load-settlement curve is analyzed. With three parameters load transfer function and iterative arithmetic , the load-settlement curve of pile embedded in homogeneous or layered soils can be obtained...

In this paper, the three parameters load transfer function of pile skin and bottom is recommended, and the iterative arithmetic to compute pile load-settlement curve is given. The effect of the deviation of parameter values in the load transfer function on the pile load-settlement curve is analyzed. With three parameters load transfer function and iterative arithmetic , the load-settlement curve of pile embedded in homogeneous or layered soils can be obtained which is access to the results of static load test of single pile. It can be seen that the method suggestd in this paper is suitable for calculating the ultimate bearing capacity of large-diameter single pile and the empirical parameters given by this paper are justified.

 介绍了桩身和桩端的三参数荷载传递函数模型,推导了桩顶荷载-沉降关系P-S曲线的迭代算法,讨论了荷载传递函数模型中各参数对桩顶荷载-沉降关系曲线的影响;采用该文所推导的桩顶荷载-沉降关系P-S曲线的迭代算法,计算了南京两个实际工程中的两根大直径桩的桩顶荷载-沉降关系曲线,计算的曲线与静载试验得到的曲线吻合很好.这表明,文章提出的方法对计算大直径单桩的曲线具有较好的适用性,利用桩身和桩端的三参数荷载传递函数模型和迭代算法分析大直径单桩的承载性状是可行的.

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.The(P-S) curve of such a pile top is obtained by programming,which can be used for calculating the load bearing capacity of the pile.The results obtained by the proposed method tally with the measured data.It is shown that the proposed method is theoretically...

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.The(P-S) curve of such a pile top is obtained by programming,which can be used for calculating the load bearing capacity of the pile.The results obtained by the proposed method tally with the measured data.It is shown that the proposed method is theoretically reliable,simple in application and useful in large diameter single pile load-settlement curve.Therefore,it is feasible to analyze the bearing capacity of a large diameter single pile by three parameters load transfer function model of pile body and pile top and numerical iteration method.

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。通过编制程序,计算得到桩顶的P-S曲线。经过对工程实例的计算与实测对比分析,计算得到的P-S曲线与实测曲线吻合。说明文章提出的方法对计算大直径单桩的荷载与沉降曲线具有较好的适用性,利用桩身和桩端的三参数荷载传递函数模型和迭代算法分析大直径单桩的承载性状是可行的。

 
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