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ultimate bearing resistance
相关语句
  极限承载力
     Grey Prediction of Vertical Ultimate Bearing Resistance of Single Pile
     单桩竖向极限承载力的灰色预测
     The Application of Gray System in Predicting Ultimate Bearing Resistance of Individual Pile
     灰色系统在预测单桩极限承载力中的应用
短句来源
     Comparison and analysis on determining method for ultimate bearing resistance of dry jet mixing pile by vertical loading test
     载荷试验确定粉喷桩极限承载力方法的对比分析
短句来源
     This paper gives engineering designers some constructive advice on calculating subgrade bearing capacity of the independent foundation by using Hanson ultimate bearing resistance formula. 
     本文旨在结合工程实例,用汉森极限承载力公式对大跨度散装平房仓柱下独立基础地基承载力进行计算分析,为工程设计人员提供合理、实用的计算独立基础地基承载力的方法.
短句来源
     The ultimate bearing resistance of individual pile is an important parameter in pile foundation (design.)
     单桩极限承载力是桩基设计中的一个重要参数.
短句来源
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  “ultimate bearing resistance”译为未确定词的双语例句
     2. The formulas of internal forces of prestressed concrete penstock with or without steel liner are given based on the elastic plane strain theory of axisymmetric multilayer cylinders and the mechanism of the ring-like strands action. According to the aim at the crack control and the ultimate bearing resistance, the methods are given out for checking the normal serviceability and designing the ultimate bearing resistance of the penstock.
     2.根据环形预应力作用机理,结合多层圆筒轴对称平面形变理论,导出了全部预应力作用效应的计算公式,提出了预应力混凝土压力管道和钢衬预应力混凝土压力管道运行阶段的验算方法,并确定了相应管道结构的极限承载能力设计方法。
短句来源
     3. Method for enhancement of bearing resistenceOn the basis of the above analysis, a method is developed to improve the ultimate bearing resistance and ductility of CFT.
     3.提高承载力措施
短句来源
     The partial coefficients of the ultimate bearing resistance,the partial coefficients of pile tip and the partial coefficients of shaft resistance are obtained. The results may be applied to the revision of bridges' foundation design code.
     根据铁路桥跨荷载分项系数,计算了钻孔桩承载力的分项系数、总侧阻力及端阻力的分项系数。
短句来源
  相似匹配句对
     ON THE ULTIMATE BEARING CAPATITY OF PILE
     单桩极限承载力的研究
短句来源
     REVISED FORMULA FOR ULTIMATE BEARING CAPACITY
     地基极限承载力计算式的改进
短句来源
     bearing design;
     轴承设计问题;
短句来源
     Grey Prediction of Vertical Ultimate Bearing Resistance of Single Pile
     单桩竖向极限承载力的灰色预测
     On Ultimate Care
     论终极关怀
短句来源
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In this paper the tests were made to study the failure scheme and the mechanism of circular plate foundations of reversed conical shell water tower, and to inquire into the calcu- lating methods on the ultimate bearing resistance of the circular plate foundations mentioned above. It was found that the practical ultimate load was about 28 per cent lower than the one calculated with the method of limit equilibrium and the difference between the two increased with the increment of the ratio r1 /...

In this paper the tests were made to study the failure scheme and the mechanism of circular plate foundations of reversed conical shell water tower, and to inquire into the calcu- lating methods on the ultimate bearing resistance of the circular plate foundations mentioned above. It was found that the practical ultimate load was about 28 per cent lower than the one calculated with the method of limit equilibrium and the difference between the two increased with the increment of the ratio r1 / r3 in the plate. So the method of limit equilibrium, that is adopted generally to calculate the load-carrying capacity of circular plate foundations of water tower or chimney at present, is not applicable to the circular plate foundations with large cantilever of reversed conical shell water tower, because the result from this method is not safe. Therefore the calculation on elastic theory is still suitable for the foundations of reversed conical shell water tower.

本文通过试验.研究了大悬挑圆板基础的破坏图形及破坏机理.并对此类板的极限承载 力的计算方法进行了探讨.发现板的实测极限荷载比按极限平衡法计算求得的极限荷载约低28% 左右,且随着板的r1/r3的增大,其差值越大,从而认为目前对烟囱、简体水塔的圆板基础的承 载力计算普遍采用的极限平衡法不适用于大悬挑圆板基础,偏于不安全.对于大悬挑圆板基础, 仍以采用弹性理论计算为宜.

Based on the new load standard of railway bridge and culvert,and incorporated the revision of railway bridge's foundation design code with the Railway Bridge and Culvert Design Code TBJ2 85,the reliability calculation of vertical bearing capacity of bored piles is presented with the application of random fields theory and calibration method. Concerned with the statistical parameters and probability distributions of different soil types,the ultimate unit skin friction,the point resistance pressure and the average...

Based on the new load standard of railway bridge and culvert,and incorporated the revision of railway bridge's foundation design code with the Railway Bridge and Culvert Design Code TBJ2 85,the reliability calculation of vertical bearing capacity of bored piles is presented with the application of random fields theory and calibration method. Concerned with the statistical parameters and probability distributions of different soil types,the ultimate unit skin friction,the point resistance pressure and the average borehole diameters are also obtained.The partial coefficients of the ultimate bearing resistance,the partial coefficients of pile tip and the partial coefficients of shaft resistance are obtained.The results may be applied to the revision of bridges' foundation design code.

结合铁路桥梁地基基础的可靠度规范改革,根据铁路桥跨荷载标准,应用随机场理论和“校准法”法,计算了现行桥规中钻孔灌注桩定值设计法的可靠度水准。对各类土层的单位极限摩擦力、端阻力及桩径进行了统计计算和变异性分析。根据铁路桥跨荷载分项系数,计算了钻孔桩承载力的分项系数、总侧阻力及端阻力的分项系数。

Plastic theory is applied to analyse the corner supported single rectangular non beam slab with concentrated load in this paper.Using plastic yield line theory,three yield line patterns are an alysed and the formulas of the ultimate bearing capacity are obtained.In addition,the failure patterns and ultimate bearing resistance for the square slab with the same ultimate bending moment in two directions are given.

应用塑性理论对集中荷载作用下的点支承单格无梁板作分析。采用塑性铰线理论,对三种可能的塑性铰线形式分别进行分析,得到极限承载力的解析式。同时给出两个方向相同极限弯矩的正方形板的破坏图式及极限承载力。

 
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