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As a new type of pile based on multi-level bored piles, the squeezed branch disk pile has been marked economic and social benefits.

支盘桩是在多级钻扩桩技术的基础上发展而来的一种新桩型,具有显著的经济效益和社会效益。

Analyse the distributive law of shear-lag effect and influence of each structural parameter: pile length , bending stiffness of pile, bending stiffness of abutment, abutment length, different type of soil behind abutment, curve radius, width to span ratio,width of beam, etc. And the main influencing parameters were picked up.

进行结构参数分析,研究等代桩长、桩的纵向抗弯刚度、桥台纵向抗弯刚度、桥台高度、台后土压力、曲率半径、宽跨比及箱梁肋板间距等对剪滞系数的影响,从而得到影响无伸缩缝曲线箱梁桥剪力滞效应的主要参数和次要参数。

Finally, with this modeling and calculating method, influencing factors such as rate of piles length and diameter, the depth of rock-socketed, intensity of soils around piles, intensity of rock, intensity of pile, flaccidity layers and the depth of sediment at the end of pile were studied in detail.

最后,以这一方法为基础,对影响嵌岩灌注桩承载性状的长径比、嵌岩深度、桩周土强度、基岩强度、桩体强度、软弱夹层、以及沉渣等因素进行了详细地研究。

Based on engineering practice and experiment, considering the lateral interaction of the pile and soil between piles, the computation formula of bearing capacity of granular material pile is proposed.

在工程实践及实验基础上,提出了考虑桩与桩间土横向相互作用的散体材料桩复合地基的承载力计算公式。

Using Biot's 2D elastodynamic theory solves the saturated soil equation. The Fredholm integral equation of the second kind can be built by using the fundamental solution of circular load, the compatibility condition and superposition method. The Fredholm integral equation of the second kind of pile groups can be solved by using numerical method. The numerical solutions of pile groups axial forces, pore pressures under vertical harmonic loading and shear forces, moments and pore pressures under horizontal harmonic loading can be obtained.

采用Biot提出的三维波动原理,利用圆形简谐载荷作用下的Biot固结方程的基本解和桩土之间的变形协调条件,并采用叠加原理得到饱和土中群桩的第二类Fredholm积分方程,应用数值法求解群桩的第二类Fredholm积分方程,得到在垂直简谐载荷作用下群桩的轴力、孔压随桩身变化的数值结果以及在水平简谐载荷作用下群桩的剪力、弯矩和孔压随桩身变化的数值结果。

The out- of- pile and in- pile corrosion,mechanical properties,microstructure,hydrogen absorption,creep and growth resistances of M5 alloy using as PWR fuel rod cladding materials developed by FRAMATOME in France has been summarized with reference to the literatures.

概述了法国法马通公司开发的新型燃料包壳材料 M5合金在堆内外的腐蚀、吸氢、显微组织、蠕变、辐照生长等性能。

She mounted a funeral pile, and, having stabbed herself, was consumed with the pile

她爬上一个火葬柴堆,往自己身上捅了一刀,然后以火葬身。

Based on the simulation of Section DK84+050, the application of gapped pile foundation in subgrade was researched and the comparison with practical project simulation was made. Furthermore, the development of the settlement of ground, the stress of soil and pile and dissipation of pore pressure was also studied.

在DK84+050断面模拟的基础上,研究了预留净空桩基础在路基中的应用,并与实际工程的模拟进行了对比分析,研究了地面沉降发展情况、桩土应力发展情况及孔压消散的发展。

But some kind of detects such as gapping, broaching, break, separation were usually found in bored cast-in-place pile, which maybe reduces bearing value of pile and does harm to the superstructure.

但是许多机械成孔的灌注桩常出现缩颈、扩颈、断裂、离析等缺陷,影响桩基承载力及上部结构的安全,严重者甚至使桩失去承载力。

This method is variational method, which will be much faster and more efficiency than other method.Firstly we use gauss integral method to disperse the least potential energy of barrette pile group, with the help of vertical settlement finite series and Mindlins equation, we derived vertical load-settlement solution of barrette pile group.

另外,目前有关壁板桩群桩水平承载特性的研究也比较少,因此,为了加深对壁板桩群桩承载特性的理解,本文利用变分法对壁板桩群桩竖直或水平受荷情况下的承载特性进行了初步的研究,通过变分法直接得出荷载位移显式方程,较之以往方法更加快捷。

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