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   承载力因数 的翻译结果: 查询用时:0.235秒
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承载力因数
相关语句
  bearing capacity factor
     Using the triaxial test data and the centrifugal test results, quantitative estimation and analysis of the effect of soil friction angle on the bearing capacity factor (N γ )has been presented. The decrease of N γ with footing size is due to the fact that soil friction angles φ max and φ res decrease with stress level and progressive failure of soil, which reduces soil friction angle to a value between φ res and φ max .
     运用三轴试验以及离心试验结果 ,从数值上计算并分析了土的内摩擦角对承载力因数Nγ 的影响 ,承载力因数Nγ 随着基础尺寸增加而减小是因为土的内摩擦角随着应力水平增加而减小以及土的渐进破坏所致 ,实际内摩擦角值在φmax和 φres之间
短句来源
     Using the triaxial test data and the centrifuge test results,quantitative estimation and analysis of the effect of soil friction angle on the bearing capacity factor( )has been presented.
     运用三轴试验以及离心试验结果,从数值上计算并分析了土的内摩擦角对承载力因数Ny的影响;
短句来源
  “承载力因数”译为未确定词的双语例句
     The decrease of with footing size is due to the fact that soil friction angles and decrease with stress level and progressive failure of soil,which reduces soil frction angle to a value between and .
     即承载力因数Ny随着基础尺寸增加而减小是因为土的内摩擦角随着应力水平增加而减小以及土渐进破坏所致,实际内摩擦角值在φmax和φres之间。
短句来源
  相似匹配句对
     Cause and Effect of the Bearing Capacity of Foundation
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短句来源
     A Study on Forest Carrying Capacity
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短句来源
     n -- compression curve factor;
     n --压缩曲线因数
短句来源
     A Method of Computing Quality Factor of Resonant Circuits
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短句来源
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  bearing capacity factor
However, the difference of bearing capacity factor related to unit weight is larger.
      
In addition, the bearing capacity factor Nc must be determined.
      


A series of footing tests on sand have been carried out to study the effect of footing size, shape, embedment and relative density of sand on the bearing capacity for shallow foundation by centrifuge testing. The test results indicate that the failure mode changes from general shear failure to local shear failure and then to punching shear failure, and the relative settlement at peak bearing pressure iacreases obviously as footing width increases. The failure mode for an approximate strip footing on dense sand...

A series of footing tests on sand have been carried out to study the effect of footing size, shape, embedment and relative density of sand on the bearing capacity for shallow foundation by centrifuge testing. The test results indicate that the failure mode changes from general shear failure to local shear failure and then to punching shear failure, and the relative settlement at peak bearing pressure iacreases obviously as footing width increases. The failure mode for an approximate strip footing on dense sand is typically general shear failure , whereas a punching shear failure mode results from a square footing on same density sand. The effect of footing shape on bearing pressure and failure mode is very significant. The initial slope of bearing pressure against relative settlement curve for a square footing is always much greater than that for an approximate strip footing. From the settlement profile below the footing and heaving on the soil surface outside the footing it can be seen that the angles between rupture and the horizontal surface of the sand are much greater than the theoretical value of (45°- φ2)

笔者利用容量为10gt的离心机对砂基上的浅基础进行了较为系统的试验,用以研究基础的尺寸、形状、埋深和砂土相对密度对浅基础承载力、承载力因数(N_r,N_q)、形状因数(ζ_r,ζ_q)及破坏型式的影响。笔者提出一种利用浅基础离心模拟试验资料确定浅基础的承载力因数和形状因数的方法。利用此方法确定的44T-4砂的承载力因数,形状因数与已有的各种理论解和试验解进行了对比。研究工作得出了一些有意义的结论。

Based on a series of drained triaxial compression tests, that the peak friction angle( φ max )and the residual friction angle( φ res )of sand change with stress level was investigated. Using the triaxial test data and the centrifugal test results, quantitative estimation and analysis of the effect of soil friction angle on the bearing capacity factor (N γ )has been presented. The decrease of N γ with footing size is due to the fact that soil friction angles φ max and φ ...

Based on a series of drained triaxial compression tests, that the peak friction angle( φ max )and the residual friction angle( φ res )of sand change with stress level was investigated. Using the triaxial test data and the centrifugal test results, quantitative estimation and analysis of the effect of soil friction angle on the bearing capacity factor (N γ )has been presented. The decrease of N γ with footing size is due to the fact that soil friction angles φ max and φ res decrease with stress level and progressive failure of soil, which reduces soil friction angle to a value between φ res and φ max .

通过对密实砂土进行一系列三轴排水压缩试验 ,探讨了砂土的峰值内摩擦角 φmax和剩余内摩擦角 φres随应力水平的变化规律。运用三轴试验以及离心试验结果 ,从数值上计算并分析了土的内摩擦角对承载力因数Nγ 的影响 ,承载力因数Nγ 随着基础尺寸增加而减小是因为土的内摩擦角随着应力水平增加而减小以及土的渐进破坏所致 ,实际内摩擦角值在φmax和 φres之间

Based on a series of drained triaxial compression tests the peak friction angle( )and the residual friction angle( )of sand change with stress level were investigated.Using the triaxial test data and the centrifuge test results,quantitative estimation and analysis of the effect of soil friction angle on the bearing capacity factor( )has been presented.The decrease of with footing size is due to the fact that soil friction angles and decrease with stress level and progressive failure of soil,which reduces soil...

Based on a series of drained triaxial compression tests the peak friction angle( )and the residual friction angle( )of sand change with stress level were investigated.Using the triaxial test data and the centrifuge test results,quantitative estimation and analysis of the effect of soil friction angle on the bearing capacity factor( )has been presented.The decrease of with footing size is due to the fact that soil friction angles and decrease with stress level and progressive failure of soil,which reduces soil frction angle to a value between and .

通过对密实砂土进行一系列三轴排水压缩试验,探讨了砂土的峰值内摩擦角φmax和剩余内摩擦角φres随应力水平的变化规律。运用三轴试验以及离心试验结果,从数值上计算并分析了土的内摩擦角对承载力因数Ny的影响;即承载力因数Ny随着基础尺寸增加而减小是因为土的内摩擦角随着应力水平增加而减小以及土渐进破坏所致,实际内摩擦角值在φmax和φres之间。

 
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