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桩体
相关语句
  pile body
    Analysis of Statistics of Pile Body Horizontal Shift
    桩体水平位移统计分析
短句来源
    Analysis on Negative Friction of Pile Body and Its Influence on Bearing Capacity of the Pile
    桩体负摩阻力分析及其对桩承载力的影响
短句来源
    Time and Space Monitoring of Strutting Pile Body for Deep Foundation Pit Project
    深基坑工程支护桩体时空监测
短句来源
    Basic differential equations are respectively established for soil core and pile body using the theory of load transfer.
    利用荷载传递法,考虑桩内土芯,分别建立起桩体和土芯的基本微分方程,并推导了求解的控制方程组;
短句来源
    From these data, the paper analyzes the variation regularities of the pile-soil stress ratio,the load sharing ratio of pile and soil,the stress concentration coefficient and the stress reduction coefficient of pile body and inter-pile soil.
    分析了复合地基桩土应力比 ,桩、土荷载分担比 ,桩体应力集中系数及桩间土应力减小系数的变化规律。
短句来源
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  pile shaft
    Analysis and research on the factors influencing pile shaft strength and bearing capacity of deep-mixing pile
    关于深层搅拌桩桩体强度及单桩承载力的分析与探讨
短句来源
    Analysis on Influence Factors of Compacted Cement-soil Pile Shaft Strength
    夯实水泥土桩体强度影响因素分析
短句来源
    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.
    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。
短句来源
    THE PROBLEM OF PILE SHAFT FLOATING UP FOR PHC TUBULAR PILE
    关于预应力高强混凝土管桩的桩体上浮问题
短句来源
    The compaction soil - cement pile is a method of foundation treatment developed in a recent few years. The applied condition of soil - cement pile, the regular pattern of strength change for pile shaft with the different gradation and the deformation features of soil - cement pile are expounded.
    夯实水泥土桩是近几年发展起来的一种地基处理方法,阐述了水泥土桩的适用条件,桩体不同配比的强度变化规律以及水泥土桩的变形特性。
短句来源
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  “桩体”译为未确定词的双语例句
    The simulation results show that the maximal horizontal displacement reaches 2.58cm,nearly 1.5 times that of the sixth and seventh conditions after demolition of the anchorage end of the third and fourth layer bolts.
    模拟结果表明:第3、4层锚杆锚固端拆锚以后,桩体最大水平位移达到2.58cm,几乎为6、7两种工况下的1.5倍;
短句来源
    This paper introduces general condition of pile test from test engineering and the design composite pile,and draws some beneficial conclusions through static test of composite pile,physical mechanical test of pile material,chemical analysis and totem appraisal,which to offer a reference for the application of this new-type pile pattern.
    从试验工程概况和组合桩设计等方面介绍了试验概况,通过对组合桩进行静载荷试验、桩体材料物理力学试验、化学分析及物相鉴定,得到一些有益的结论,可为这种新桩型的应用提供参考。
短句来源
    Analysis and computation of the deformation modulus of the pile in the composite foundation
    复合地基中桩体变形模量的分析与计算
短句来源
    Analysis on influence factors of pile heave pilling period
    打桩施工期桩体隆起的影响因素分析
短句来源
    Random field model of soil property and analysis of variability of pile-settlement
    土性参数的随机场模型及桩体沉降变异特性分析
短句来源
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  pile body
Moreover, the shaped quality of the pile body can be judged from the formation of P-S curves.
      
  pile shaft
The soil around the pile shaft is assumed to be rigid-plastic, while that under the pile-tip is assumed to be ideally elastoplastic.
      
The employed method can contribute to determining the greatest tension along pile shaft resulting from expansive soils swelling and provide reliable bases for engineering design.
      
The method can be employed to obtain various distributive curves of axial force, settlements and skin friction along the pile shaft with the changes of active depth, vertical movements of the surface and loads of pile-top.
      
It is generally not recommended to re-use Type SS Helical Pile shaft material after it has been permanently twisted during a previous installation.
      
In most cases for rock socket pile, the settlement performance is usually governed by the elastic shortening of the pile shaft.
      
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In this paper , the technology , method and the range of usage of the jet grouting technique are presented. The equipments , parameters and effect of grouting by using of single , double and triple drilling method are compared in detail. Some exmples have been given in using the jet grouting technique for the consolidation of soft ground to prevent the building from subsidence for shaft sinking, tunnelling and bridge construction in the railway and civil engineering. Analysis has been made theoratically and...

In this paper , the technology , method and the range of usage of the jet grouting technique are presented. The equipments , parameters and effect of grouting by using of single , double and triple drilling method are compared in detail. Some exmples have been given in using the jet grouting technique for the consolidation of soft ground to prevent the building from subsidence for shaft sinking, tunnelling and bridge construction in the railway and civil engineering. Analysis has been made theoratically and technically the mechanism of forming a grouted column , diameter of the grouted column , presure of grouting , the structure of the jet nozzle , the rotory and lifting speed of the jet nozzle. Finally, the authour points out the shortcomings and problems of the current jet grouting technique and the way of improvement.

本文叙述了旋喷注浆技术的工艺、方法和使用范围,对其单管、二重管和三重管三种施工法使用的设备、参数及注浆效果进行了详细比较,列举了旋喷注浆技术在矿山井巷、铁路隧道、桥梁和房屋建设中加固松软土层、防止基础下沉的实例。此外,文中对旋喷注浆的成桩机理、桩体直径、喷射压力、喷嘴结构及其旋转和提升速度等理论和技术问题进行了分析,最后提出了现行旋喷注浆技术的缺点、存在问题和改进意见。

The axisymmetrie finite element technique is used in this paper to analyze the creep effects on pile foundation. Generalized Kelvin model and Bingham model are proposed to simulate the viscoelastic and viscoplastic behaviour of soil respectively. Viscoelastc and viscoplastic strain incremental formulas are derived for interface elements and soil ele-ments around piles and the axisymmetric elastic-viscoelastc-viscoplastic fintie element aprogram is compiled. Creep effects on the settlement of piles, the building...

The axisymmetrie finite element technique is used in this paper to analyze the creep effects on pile foundation. Generalized Kelvin model and Bingham model are proposed to simulate the viscoelastic and viscoplastic behaviour of soil respectively. Viscoelastc and viscoplastic strain incremental formulas are derived for interface elements and soil ele-ments around piles and the axisymmetric elastic-viscoelastc-viscoplastic fintie element aprogram is compiled. Creep effects on the settlement of piles, the building load carried by raft and the distribution of stresses along piles are analysed. In addition, the beba-viour of interface between pile and soil are investigated through experiment.

本文用轴对称有限元法分析了桩基的蠕变效应。用广义开尔文模型和宾汉姆模型来分别模拟土的粘弹和粘塑性状。推导了轴对称条件下桩土接触面及桩周土体的粘弹、粘塑性应变增量公式。在此基础上编制了轴对称弹-粘弹-粘塑性有限元程序,分析了桩基的沉降、承台的荷载分担作用,以及桩体的侧阻力分布等受蠕变的影响,比较系统地研究了桩基的蠕变效应。此外,还进行了桩土接触面的摩擦试验研究。

This paper describs a case study of foundation engineering for forming sand and oval stone piles through the action of quaking, water striking,pouring and packing by a pile driver. The piles and packking mud are combined, forming a compound foundation to support the upper loads. This paper introduces the design and construction of this engineering. In order to check this method for consolidating the soft foundation,the loading test and the settlement observation in site are made. After the construction work,there...

This paper describs a case study of foundation engineering for forming sand and oval stone piles through the action of quaking, water striking,pouring and packing by a pile driver. The piles and packking mud are combined, forming a compound foundation to support the upper loads. This paper introduces the design and construction of this engineering. In order to check this method for consolidating the soft foundation,the loading test and the settlement observation in site are made. After the construction work,there has been an organized technical identifying meeting. The result out of the identification is positive.

本文所述之工程实例为利用现有的振动打桩设备加以改造,使之能起到振动、水冲、灌注和挤密的作用,在地基中形成卵石夹砂的桩体,与被挤实的淤泥土共同组成复合地基以承受上部的荷载。文章介绍了本工程的设计和施工概况。为了验证本文提出的软基加固方法,在现场进行了载荷试验和沉降观测。本工程主体建筑砌块完工后还进行了技术鉴定,鉴定的结论意见是肯定的。

 
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