pile with

Construction Experience of High Pressure Jet Grouted Pile with Single Pipe at Underlaid Karst Area

隐伏岩溶区单管高压旋喷桩施工经验点滴

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Experiment research for poured pile with the horizontal dead load

人工灌注桩在水平力作用下性能的试验研究

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The Method for Computation of Anchor Pile with a pull Rod

具有拉杆的锚固桩的计算方法

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The study on design of cast in place pile with branches& plate

挤扩支盘灌注桩基础设计若干问题探讨

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Force analysis of valve clack immersed tube for pile with plates

压扩支盘桩的桩尖阀瓣扩压受力分析

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Test and Research on the Retaining Structure-Anchor Pile with Tie Rod

拉杆锚固桩墙的试验研究

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At the same time, the design and calculation methods of several major engineering measures such as common anti-slide pile, anti-slide pile with prestressed anchor cable and foundation beam with prestressed anchor cable, are discussed.

同时，对普通抗滑桩、预应力锚索抗滑桩和预应力锚索地梁等几种主要工程措施的设计计算方法进行了讨论，方便西南交通大学博士研究生学位论文第IV页工程部门在设计时参考。

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Testing bearing pile with low strain method will be of some defects in the bottom if the echo from the tip has the same phase as the pulse at the top.

用低应变法检测嵌岩桩，若桩底出现明显同相反射，多数因桩底缺陷引起。

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In the complex soft layer contained large quantity of living rubbish, construction on sinking tubular pile with conventional method, will lead on to reduce tube diameter.

在含有大量生活垃圾形成的复杂软弱层中，按常规方法施工沉管桩，将造成严重的缩径现象。

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Application of Long Spiral Rotating Pile with Steel Pipe Combined Support Technology in Foundation Pit Project

长螺旋搅拌桩钢管桩复合支护技术在基坑工程中的应用

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Calculating formula for additional loading of cast in place pile is presented in this paper. Cast in place pile with expansion agent is suggested and is compared with the results of test pile.

给出了灌注桩单桩附加承载力的计算公式，提出了膨胀灌注桩设计的相关措施，并与试验桩实测结果进行了比较。

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Analysis of load-transfer of super-long single pile with finite element method

用有限单元法分析超长单桩的荷载传递

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Construction of Drilling hole spouting pile with small gauge and Its quality control

浅谈小孔径钻孔灌注桩施工与质量控制

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It is of great significance for civil engineers to accurately predict the ultimate bearing capacity of single pile with the limited measurement data.

利用有限的实测数据准确地预测桩的极限承载力具有重要的现实意义。

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The characteristics of load transform in flexible single pile and high-intensity single pile with a bearing load of different length and a pile length of different bearing load were discussed.

分别讨论了同一桩承荷载下不同桩长、相同桩长不同桩承荷载时柔性单桩与高强度单桩荷载传递规律特性。

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Static load test of bored pile with 12 000 kN bearing capacity

120000kN钻孔灌注桩静载荷试验

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An experimental study on the Sunken-Pipe-Cast-in-Place pile with air curtain and dry soil withdrawal

空气幕、套管内干取土沉管灌注桩的试验研究

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The application and experimental research of the drilling pile with squeezing branch

钻孔挤压分支桩的应用与试验研究

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The enlarged bottom pile is a type of special figure pile. It is based on the straight pile, squeezed soil around the bottom of the pile with a hydraulic squeezed machine.

扩底桩是一种异型桩，是在原有等截面钻孔灌注桩的基础上，在桩身底部通过专用设备形成扩大头，因而称之为扩底灌注桩。

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Estimation of ultimate bearing capacity of single pile with golden section

黄金分割法评估单桩竖向极限承载力

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Forecasting Ultimate Bearing Capacity of Singe Pile with Static Load Experiment

单桩静载荷试验极限承载力的预测

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The application of cast-in-situ concrete thin-wall pipe pile with vibration sinking-mold in soft soil foundation treatment

振动沉模现浇混凝土薄壁管桩在软基中的应用

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Application of the Hooping Technique of Lime-soil Compaction Pile with Small Diameter in the Foundation Treatment

小直径灰土挤密桩围箍技术在地基处理中的应用舱壁扶强材的侧向稳定性

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The study of bearing capacity of new model drilling pile with squeezing branch

钻孔挤压分支桩竖向承载力的研究

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A method to change the building step was advanced to solve the problem. The substitution of pile with shallow foundation was computed; and the feasibility of applying shallow foundations is also demonstrated.

对加铺地基梁的加固效果进行了计算，提出用改变工序来减少土体侧向挤出的方法，对用修建浅平基础代替桩基的工程效果进行有限元计算，论证了使用浅平基础的可行性。

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It further proves that CPBP belongs to the frictional end bearing pile with multipoint resistance.

并进一步证实支盘桩属于摩擦多支点端承桩。

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Design and Construction of Compacting and Vibrating Cast-in-place Concrete Pile with Steel Thimble

钻孔桩桩身最大弯矩计算钢套管振压成孔混凝土灌注桩设计与施工

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Analyze bearing characteristics of socketed pile with new grey relationship theory model

用新的灰关联理论模型分析嵌岩桩承载特性

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Therefore, it is feasible to simulate the force state of slide-resistant pile with finite element software ANSYS.

因此，用ANSYS有限元软件模拟抗滑桩的受力状态是可行的。

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Full-scale field tests on lateral bearing capacity of large diameter belled pile with long cantilever on sloping ground

斜坡地形高露头挖孔桩水平承载特性试验研究

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