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壁板桩
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  barrette
     At the same time, the corresponding programs on the above two methods can be compiled in FROTRAN90 respectively, which are used to analyze the influence of several factors on behaviour of barrette pile group and barrette pile group-soil-cap interaction, including collocation of pile, ratio of length to width, pile spacing, ratio of depth to equivalent diameter, ratio of modulus of pile to soil, Possion's ratio, the finite layer, the number of piles etc.
     分析了群桩布置形式、长宽比、桩与桩之间的相对距离,桩径比、桩土刚度比、泊松比、有限压缩层深度以及群桩根数等因素对壁板桩群桩和壁板桩群桩—土—承台的相互共同作用问题的影响。
短句来源
     Barrette refers to a single rectangular diaphragm wall panel, which is employed to carry the loads from superstructures.
     壁板桩(barrette) 是用来承受建筑物上部结构荷载的单段矩形截面地下连续墙。
短句来源
     In order to analyze these influencing factors, a calculation method is proposed for obtaining the load-settlement relationship of the barrette groups with or without a rigid cap, using the Mindlin equation and the static force equilibrium equation.
     为分析这些因素,利用Mindlin方程和静力平衡条件建立了求解有无刚性承台时壁板桩群桩的荷载沉降计算方法。
短句来源
     Variational method are used to analyze the influence of several factors on behaviour of barrette pile group and barrette pile group-soil-cap interaction, including collocation of pile, ratio of length to width, pile spacing, ratio of depth to equivalent diameter, ratio of modulus of pile to soil, Poisson's ratio, the finite layer, the number of piles etc.
     为了进一步分析壁板桩群桩—土—承台的共同作用,本文又研究了带有刚性承台承受竖直或水平荷载的承载特性,分析了群桩布置形式、长宽比、桩与桩之间的相对距离,桩径比、桩土刚度比、泊松比以及群桩根数等因素对壁板桩群桩—土—承台的相互共同作用问题的影响。
短句来源
     Unlike a circular pile, the cross section of a rectangular barrette is nonaxisymmetrical. Therefore, not only the pile spacing but also the pile shape and the pile group layout will have influence on both the load-carrying behavior and the pile group effect of barrette groups.
     矩形壁板桩不具有圆形桩的轴对称性,因此壁板桩群桩的承载特性及群桩效应不仅受桩间距的影响,而且受桩身截面形状以及群桩布置方式的影响。
短句来源
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  “壁板桩”译为未确定词的双语例句
     Approximate three-dimensional analysis of load-carrying behaviour of barrettes
     壁板桩承载特性的近似三维分析
短句来源
     STATE-OF-THE-ART REVIEW ON BARRETTES
     壁板桩的研究现状回顾
短句来源
     Research on Behaviour of Barrettes by Theoretical Analysis and Model Tests
     壁板桩承载特性的理论分析与模型试验研究
短句来源
     At the same time, the program corresponding to the proposed method is compiled in FORTRAN90, which is used to analyze the influence of several factors on behaviour of barrettes, including ratio of length to width, ratio of depth to equivalent diameter, ratio of modulus of pile to soil, Possion's ratio, the finite layer etc. Many useful conclusions are obtained from the above analyse.
     该方法考虑了壁板桩桩身横截面的非轴对称性,并用FORTRAN语言编制了相应的程序,进而分析了多种因素对壁板桩承载特性的影响,包括长宽比、桩径比、桩土刚度比、泊松比以及有限压缩层深度等。
短句来源
     In addition, some comparisons can be made between load transfer method and elastic theory method in this paper.
     另外,本文还对荷载传递函数法和弹性理论法在壁板桩中的应用进行了初步对比。
短句来源
更多       
  相似匹配句对
     STATE-OF-THE-ART REVIEW ON BARRETTES
     壁板的研究现状回顾
短句来源
     Approximate three-dimensional analysis of load-carrying behaviour of barrettes
     壁板承载特性的近似三维分析
短句来源
     The subsoil and the embankment treated by a single pile is simplified as a circular column.
     路堤;
短句来源
     Non-destructive Testing Methods for Piles
     的无损检测方法
短句来源
     Cracks Analysis on Wainscot of Gasoline Tank
     油箱壁板裂纹分析
短句来源
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  barrette
Construction of a watertight diaphragm by the barrette method with the use of a barrage machine
      
Individuals with long hair should pull the hair back with a barrette or rubber band for safety.
      
Martin Hellsten, Guy Barrette and Gerry Archambault of Akzo Nobel for supplying the fiction reducing additives tested in this expenment.
      
The results are very similar to those for the first barrette, including the estimate of the residual load.
      
While the barrette shaft obviously has reached a ultimate resistance state, no such state or failure mode is evident for the barrette toe.
      


Ten years have passed since the first full scale Osterberg Load Test was performed.Approximately 300 tests have been made in ten countries.Tests have been made on drilled shafts,barrette piles,driven pipe piles,and driven precast concrete piles to depths up to 90m (300ft) and diameters up to 3m (10ft).Test loads up to 133MN have been applied.The main achievements and position and arrangement of load cell gained in practice is introduced.

简要介绍了J.Osterberg 撰写的关于静载荷试桩法在10 余个国家应用10 年的总结,其中已完成的约300 项试验,包括钻孔灌注桩、打入式钢管桩、预制混凝土桩及矩形(或条形) 壁板桩。试桩最大荷载已达133MN。介绍了应用中获得的主要成果及新的装置方法等。

In order to consider the cross-sectional non-axisymmetrical characteristic, a barrette is discretised three-dimensionally along its depth and across the barrette. The static equilibrium equation and the Mindlin equation are used to establish the displacement equations for the barrette and its surrounding soils respectively. The governing equation of the load-settlement relationship of the barrette is then derived by solving simultaneously the displacement equations. By using this method, the load-carrying behaviour...

In order to consider the cross-sectional non-axisymmetrical characteristic, a barrette is discretised three-dimensionally along its depth and across the barrette. The static equilibrium equation and the Mindlin equation are used to establish the displacement equations for the barrette and its surrounding soils respectively. The governing equation of the load-settlement relationship of the barrette is then derived by solving simultaneously the displacement equations. By using this method, the load-carrying behaviour of barrettes is analysed. It is found that a uniformly distributed shaft resistance is not mobilised across the barrette until the slippage failure of the soil nearest the barrette has been reached. The ratio of length to width has distinct influence on the load-carrying behaviour of a barrette.

为考虑壁板桩矩形横截面的非轴对称性,将桩体沿深度和横截面方向进行三维离散,利用Mindlin方程和静力平衡条件分别建立桩周土体和桩体的位移方程,并由此推导了联立求解壁板桩荷载位移关系的支配方程,分析了壁板桩的承载特性。结果表明,在桩土接触面滑移破坏之前,壁板桩的侧壁摩阻力在横截面上的分布并不是均匀的。壁板桩的长宽比对壁板桩的承载特性也有明显的影响。

Barrette refers to a single rectangular diaphragm wall panel, which is employed to carry the loads from superstructures. Since a barrette has a higher specific surface and a greater flexural rigidity than a circular pile, both vertical and horizontal shaft resistance can be fully mobilized, resulting in a higher capacity. Over the years, barrettes have been widely used as the foundations of high-rise buildings, viaducts, flyovers, and heavy and large-size infrastructure engineering (e.g., power transmission...

Barrette refers to a single rectangular diaphragm wall panel, which is employed to carry the loads from superstructures. Since a barrette has a higher specific surface and a greater flexural rigidity than a circular pile, both vertical and horizontal shaft resistance can be fully mobilized, resulting in a higher capacity. Over the years, barrettes have been widely used as the foundations of high-rise buildings, viaducts, flyovers, and heavy and large-size infrastructure engineering (e.g., power transmission line towers). This paper presents a state-of-the-art review on various applications and investigations of barrettes,covering numerous aspects, such as,the installation effects, the load-carrying performance, the shaft resistance mobilization behavior, and the construction effects on the load-carrying behavior of barrettes.

壁板桩(barrette) 是用来承受建筑物上部结构荷载的单段矩形截面地下连续墙。由于其比表面积和抗弯刚度比传统的圆形截面桩大, 有利于充分发挥桩侧摩阻力和水平抗力, 提高竖直和水平承载力。近年来, 这种桩型在国内外已经越来越广泛地应用到高层建筑、高架路和立交桥以及重型和大型(比如输电线塔) 基础工程中。本文回顾了壁板桩的应用与研究现状, 内容涉及壁板桩的施工效应、承载性能、桩身摩阻力的发挥特性以及施工效应对承载特性的影响等。

 
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