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轴力传递规律
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  “轴力传递规律”译为未确定词的双语例句
     Based on the research of vertical static loading test for super longhole bored pile in loess subsoil, this paper discusses the bearing capacity behavior of super longhole bored pile in loess subsoil, the transmission of axial force and the action of lateral friction which are influenced by construction quality and significant to the design,construction and research of cast in situ pile in loess subsoil
     通过对黄土地基中超长钻孔灌注桩竖向承载力静载试验 ,桩身轴力传递和桩侧阻力发挥的测试 ,探讨了高结构黄土地基中超长钻孔灌注桩的承载力性状 ,受施工质量影响的桩身轴力传递规律和侧阻力发挥性状 ,对黄土地基中钻孔灌注桩的设计、施工和深入研究具有很大意义。
短句来源
     The vertical static load test is adopted to investigate 6 super-long bored piles in loess,in which the variation of axis force in piles is tested by sliding micrometer. Hence, the bearing capacity behavior , load transfer mechanism , the lateral friction and end bearing are researched in this paper.
     为了研究黄土地基中超长钻孔灌注桩的承载性能、桩身轴力传递规律、桩侧阻力和端阻力的发挥性状,对西安地区6根超长钻孔灌注桩进行单桩静载荷试验,采用滑动测微计测试每米范围内桩身轴力的变化。
短句来源
     The boring method, pile length and soil around pile are all important to the load transfer mechanism and the action of lateral friction.
     桩身轴力传递规律和桩侧阻力的发挥与成孔工艺、桩长、桩周土层性质密切相关。
短句来源
     Based on dead load test of super-long bored piles in loess ground and test of axial force of piles, analysis has been made on effects on bearing capacity of super-long pile, transmission law of axial force of pile shaft, resistance of pile side induced by construction quality of pile hole and pile shaft, for reference of design, construction and test of super-long non-displacement pile in loess ground.
     通过对黄土地基中超长钻孔桩静载试验和桩身轴力的测试,分析了桩孔施工质量和桩身质量对超长桩承载性状、桩身轴力传递规律、桩侧阻力发挥的影响,对于黄土地基中超长桩的施工、设计和检测具有指导意义。
短句来源
  相似匹配句对
     the variation of axial force in anchors;
     锚杆的变化规律;
短句来源
     Discussion on ensuring the correct transmission of the column axial force
     保证柱安全传递方案的讨论
短句来源
     2. the axial force transmission characteristics of single (group) pile;
     2.单(群)桩桩身传递特征;
短句来源
     D-P model is used for soil constitute model to simulate the side resistance, load-displacement relations of the top pile and axial stress distribution.
     模拟超长桩的桩侧摩阻传递情况,桩顶荷载-沉降关系,桩传递规律
短句来源
     BASIC LAW OF THERMAL EXERGY TRANSFER
     热传递的基本规律
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Based on the research of vertical static loading test for super longhole bored pile in loess subsoil, this paper discusses the bearing capacity behavior of super longhole bored pile in loess subsoil, the transmission of axial force and the action of lateral friction which are influenced by construction quality and significant to the design,construction and research of cast in situ pile in loess subsoil

通过对黄土地基中超长钻孔灌注桩竖向承载力静载试验 ,桩身轴力传递和桩侧阻力发挥的测试 ,探讨了高结构黄土地基中超长钻孔灌注桩的承载力性状 ,受施工质量影响的桩身轴力传递规律和侧阻力发挥性状 ,对黄土地基中钻孔灌注桩的设计、施工和深入研究具有很大意义。

In this article, the bearing capacity behavior and load transfer mechanism of super long bored pile in Wenzhou soft clay are discussed, on the basis of the static loading test and axial force test.The transferring law of axial force and the action of lateral friction resistance of the super long piles in soft clay are important to its theoretical research and technical application.

通过温州软土地基中超长钻孔灌注桩静载荷试验和桩身轴力的测试 ,探讨了软土地基中超长钻孔灌注桩的承载力性状和荷载传递机理。超长桩桩身轴力的传递规律和侧摩阻力的发挥性状对软土地基中超长桩的理论研究和工程应用具有重要的参考价值。

Static vertical loading tests and stress tests of four types of piles, that is, the normal cast-in-place pile, the cast-in-place pile with post-grouting, the cast-in-place pile with expanded-base, the cast-in-place pile with expanded-base and post-grouting, are performed in the same site. Based on the field experiments, compares the bearing capacity behavior, the distribution of axial force and lateral friction of the four types of piles. And transmission rule of axial force and the action of lateral friction...

Static vertical loading tests and stress tests of four types of piles, that is, the normal cast-in-place pile, the cast-in-place pile with post-grouting, the cast-in-place pile with expanded-base, the cast-in-place pile with expanded-base and post-grouting, are performed in the same site. Based on the field experiments, compares the bearing capacity behavior, the distribution of axial force and lateral friction of the four types of piles. And transmission rule of axial force and the action of lateral friction of the piles is analyzed. The results of researches prove that the cast-in-place piles with expanded-base and post-grouting possess the characteristics of low settlement and high bearing capacity.

结合某工程的桩基现场静载荷试验和桩身应力测试,对比分析了同一场地中相同桩长的普通钻孔灌注直桩、后注浆灌注直桩、扩底灌注桩和扩底后注浆灌注桩4种桩型的承载力特性、桩身轴力和桩侧摩阻力的分布特性,阐述了扩底后注浆桩的桩身轴力传递规律和侧阻力发挥性状。研究表明:扩底后注浆桩有沉降小、单桩承载力高的特点,具有良好工程性状和经济效益。

 
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