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柔性条形基础
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  flexible strip foundation
     Analysis of Biot's Consolidation Settlement of Flexible Strip Foundation on Layered Clay
     层状粘土地基上柔性条形基础的 Biot 固结沉降分析
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  “柔性条形基础”译为未确定词的双语例句
     The layered clay model is used to imitate actual change of foundation soil parameters by layers along the depth. The analytical solutions of displacements and stresses of layered clay foundation and settlement of flexible foundation are derived from Biot's consolidation equations using Laplace-Fourier mixed transforms and transfer matrix method. The formulas given are simlpe and clear, small in amount of computation and high numerical precision.
     采用层状粘土地基模型模拟实际地基的土层参数随深度按层状变化的情况,采用Laplace-Fourier联合变换和传播矩阵技术,由Biot固结方程导出了层状粘土地基固结变形的位移,应力及其柔性条形基础沉降的解极表达式.给出的公式简洁明了,计算精度高,计算量小.文末给出了实例计算的数值结果.
短句来源
  相似匹配句对
     Improvement in the Design of the Strip Fouundation
     条形基础设计的改进
短句来源
     Analysis of Biot's Consolidation Settlement of Flexible Strip Foundation on Layered Clay
     层状粘土地基上柔性条形基础的 Biot 固结沉降分析
短句来源
     STUDY ON DESIGN METHOD OF COMPOSITE FOUNDATION WITH RIGID-FLEXIBLE PILES UNDER STRIP FOUNDATION
     条形基础下刚-柔性桩复合地基设计方法研究
短句来源
     The Influence of the Elexibility of Foundation on the Transmissibility
     基础柔性对于传递率的影响
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     A new method to calculate oblong groundwork
     改进条形基础计算新方法
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The layered clay model is used to imitate actual change of foundation soil parameters by layers along the depth. The analytical solutions of displacements and stresses of layered clay foundation and settlement of flexible foundation are derived from Biot's consolidation equations using Laplace-Fourier mixed transforms and transfer matrix method. The formulas given are simlpe and clear, small in amount of computation and high numerical precision. The numerical results of an examlpe are given in the end of the...

The layered clay model is used to imitate actual change of foundation soil parameters by layers along the depth. The analytical solutions of displacements and stresses of layered clay foundation and settlement of flexible foundation are derived from Biot's consolidation equations using Laplace-Fourier mixed transforms and transfer matrix method. The formulas given are simlpe and clear, small in amount of computation and high numerical precision. The numerical results of an examlpe are given in the end of the paper.

采用层状粘土地基模型模拟实际地基的土层参数随深度按层状变化的情况,采用Laplace-Fourier联合变换和传播矩阵技术,由Biot固结方程导出了层状粘土地基固结变形的位移,应力及其柔性条形基础沉降的解极表达式.给出的公式简洁明了,计算精度高,计算量小.文末给出了实例计算的数值结果.

 
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