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桩体质量
相关语句
  pile quality
     Test results show that the pile quality is good and its bearing capacity is high. This kind of method is also economical.
     检测结果表明,现浇薄壁管桩桩体质量好、桩芯土体具有一定的闭塞效应,承载力高,经济性优越。
短句来源
     The results show that the pile quality is good,its bearing capacity is high,this kind of method is also economical and its analyses are valuable for the treatment of soft soil foundation.
     试验结果和分析结论表明,CFG桩桩体质量好,承载力高,经济性优越,对指导软弱地基处理与加固具有一定参考价值。
短句来源
  “桩体质量”译为未确定词的双语例句
     based on the commonly used methods in project, such as dynamic sounding testand Rayleigh wave method, the methods that evaluate the pile body quality ofgravel piles are established.
     建立了以工程中常用的动触试验、瑞利波法评价碎石桩桩体质量的方法;
短句来源
     Taking a real project of expressway soft soil roadbed strengthening into account,this paper discusses the quality control measures of soft soil roadbed strengthening by spinning jetting pile,from such points as pile body guality,machine operation,breakdown treatment and quality inspection.
     结合机荷高速公路软土路基加固处理工程实际 ,从桩体质量、机具操作 ,故障处理、质量检验等方面 ,探讨了旋喷桩在软土路基加固中的质量控制措施
短句来源
     In addition, since the concrete pressed into the drill stem sent vibration free concrete to the pump, so it is easy to ensure the quality of the stake body.
     另外,压入钻杆内的混凝土为泵送免振混凝土,因此桩体质量易于保证;
短句来源
     The paper introduces its advantages,construction technigue and quality test,combined with the engineering practice. It provides the reference for design and construction of pile foundations
     本文通过厦门汇禾新城采用这两种桩型的工程实例 ,对这两种桩的施工工艺 ,桩体质量 ,建筑物沉降量进行分析和对比 ,对其适用条件和技术优势进行了评价 ,可供桩基设计和施工时参考
短句来源
     This paper introduces the working mechanism, design situation, determination of construction parameters, field quality control, pile-body quality detection of the densification by soil-cement pile.
     阐述了水泥土挤密桩的作用机理、设计概况、施工参数的确定、现场质量控制措施与桩体质量检测方法。
更多       
  相似匹配句对
     changes of body mass;
     质量变化;
短句来源
     Quality Control of Cast-in-place Piles
     灌注质量监理
短句来源
     QUALITY
     质量
短句来源
     Quality.
     质量
短句来源
     RESEARCH ON ROCKMASS QUALITY CLASSIFICATION AT RIGHT BANK OF AHYDRO-POWER ENGINEERING,YUNNAN.
     岩质量分类
短句来源
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Based on the elastodynamics,three kinds of infinite elements are proposed in this paper,which are coup-led with FEM to solve axisymmetrical dynamic problems in a semi-infinite layered space. For excitements appliedvertically at the surface of space,numerical results are perfectly agree with analytical solutions,An application of theproposed method is also offered to investigate the dynamic pile-soil interaction and differences between point andtransfer impedances at top of pile,which will be useful in the vibration...

Based on the elastodynamics,three kinds of infinite elements are proposed in this paper,which are coup-led with FEM to solve axisymmetrical dynamic problems in a semi-infinite layered space. For excitements appliedvertically at the surface of space,numerical results are perfectly agree with analytical solutions,An application of theproposed method is also offered to investigate the dynamic pile-soil interaction and differences between point andtransfer impedances at top of pile,which will be useful in the vibration test for pile integrity.

为了简便有效地解决层状半无限体的边界问题,本文根据弹性动力学原理,建立了轴对称动力课题的一种有限元-无限元耦合解答,并将其与匀质半无限体中的理论解进行了比较。作为应用,文中分析了桩的动力响应问题,发现桩顶面的点阻抗与传递阻抗在较高频段存在较大的差别,在用机械阻抗法检测桩体质量时对此宜引起注意。

This paper discussed the on - site inspection on 26m deep mixing piles used as the foundation of a 50 000m3 oil tank. For the quality of project piles, the in - situ inspection methods of the standard penetration test and unconfined compression test are proposed.The test results show that the pile shaft of deep mixing piles is continuous and hard, the SPT blow count N63.5 is 21. 6 at 10 day ages, and the unconfined compression strength quis 2. 5MPa at 150 day ages. The practice testifies that the method is feasible...

This paper discussed the on - site inspection on 26m deep mixing piles used as the foundation of a 50 000m3 oil tank. For the quality of project piles, the in - situ inspection methods of the standard penetration test and unconfined compression test are proposed.The test results show that the pile shaft of deep mixing piles is continuous and hard, the SPT blow count N63.5 is 21. 6 at 10 day ages, and the unconfined compression strength quis 2. 5MPa at 150 day ages. The practice testifies that the method is feasible and the oil tank project is successfully built. The paper also gives the N63.5 change at differ-ent depth, the relation of N63.5 vs- qu, E50 vs. qu modules of deformation for reference of other project.

本文论述在深厚软土地基上采用26m超长水泥搅拌桩加固5万m~3大型油罐地基,对工程桩桩体质量,用标准贵入试验和取芯室内无侧限抗压试验来检验。检测表明,淤泥质粘土中超长水泥搅拌桩桩体连续坚硬、10天龄期N63.5平均21.6击;150天龄期极体强度q_u平均2.5MPa。实践证明,该法是可行的,工程也取得了成功。文章对桩身标贯击数随时间和深度的变化与无侧限抗压强度的关系,以及无侧限抗压强度和E_50的相互关系进行了统计分析,建立了一些相关公式,可供类似的工程参考。

It is a example that two cast-in-place pile foundation are compared. The paper introduces its advantages,construction technigue and quality test,combined with the engineering practice.It provides the reference for design and construction of pile foundations

人工挖孔桩和冲孔灌注桩是两种不同施工工艺的大直径灌注桩。本文通过厦门汇禾新城采用这两种桩型的工程实例 ,对这两种桩的施工工艺 ,桩体质量 ,建筑物沉降量进行分析和对比 ,对其适用条件和技术优势进行了评价 ,可供桩基设计和施工时参考

 
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