Bored Pile Settlement Analysis of Pile End Grouting in Civil Engineering

机译：土木工程中桩端灌浆的钻孔桩沉降分析

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The single pile subsidence quantity computation and the analysis theoretically has the load to transmit the law, the cutting deflection method, the theory of elasticity law and the lamination always legitimate and so on. This article has through hierarchical total legal analysis in bored pile end grouting after pile subsidence influence factor. And in a project as a background, establishes the single pile ANSYS finite element model in civil engineering. For the pile are no grouting, grouting pile slurry bubble size, grouting pile of grouting modulus such as the change of the situation analysis. The author drew on the bored pile end after grouting pile subsidence influence factor and the main reasons as well as some useful conclusions.

机译：单桩沉降量计算和分析理论上有负载传递法律，切割偏转法，弹性法理论和层压始终合法等。本文在桩沉降因子后钻孔桩端灌浆的分层总法律分析。在作为背景的项目中，在土木工程中建立单桩Ansys有限元模型。对于桩而没有灌浆，灌浆桩浆料泡尺寸，灌浆桩灌浆模量如变化的情况分析。作者在灌浆桩沉降影响因素和主要原因以及一些有用的结论之后绘制了钻孔桩端。

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《International Conference on Civil Engineering and Material Engineering》|2012年||共4页
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作者
Shaohe Li; Qunxian Lin; Jian Wu;
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原文格式 PDF
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中图分类 TB3-532;
关键词
Bored pile; Grouting slurry bubble; Modulus; Settlement; Civil Engineering;

机译：无聊的桩;灌浆浆料泡;模量;结算;土木工程;

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机译：模型试验比较了在稠密砂土中预钻孔灌浆植桩和原位混凝土桩的性能
2. Model tests comparing the behavior of pre-bored grouted planted piles and a wished-in-place concrete pile in dense sand [J] . Zhou Jiajin, Gong Xiaonan, Zhang Rihong Soils and foundations . 2019,第1期

机译：模型试验比较预钻灌浆桩的行为和致密砂中的熟具混凝土桩的行为
3. RELIABILITY BASED LOAD TRANSFER CHARACTERISTICS OF BORED PRECAST PILES EQUIPPED WITH GROUTED BULB IN THE PILE TOE REGION [J] . SHINICHI YAMATO, MADAN B. KARKEE Journal of the Japanese Geotechnical Society . 2004,第3期

机译：桩趾区域装有灌浆球的钻孔预制桩的基于可靠度的荷载传递特性
4. Bored Pile Settlement Analysis of Pile End Grouting in Civil Engineering [C] . Shaohe Li, Qunxian Lin, Jian Wu International Conference on Civil Engineering and Material Engineering . 2012

机译：土木工程中桩端灌浆的钻孔桩沉降分析
5. Fundamental behavior of the steel-grout interface of a drilled and grouted pile. [D] . Baroi, David R. 2002

机译：钻孔和灌浆桩的钢浆界面的基本行为。
6. Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor [O] . Yonghong Wang, Xueying Liu, Mingyi Zhang, 2020

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7. Statistical Analysis of Bored Piles with Pile-Bottom Post Grouting [O] . B.J. Li, H.M. Zang, G.H. Lv 2016

机译：桩桩灌浆钻孔桩统计分析

Bored Pile Settlement Analysis of Pile End Grouting in Civil Engineering

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