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pile sheathing相关的网络例句

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On the basis of load transfer mechanism and destruction patterns of single pile, load transfer method and shearing deformation method for subsidence computing of single pile are mainly discussed.

在分析单桩的载荷传递机理、单桩的破坏模式的基础上,重点探讨了单桩沉降的载荷传递法和剪切变形法。

Structure computation of sheet-pile wall is a major part in design of sheet pile bulkhead, which is a main form of quay.

板桩码头是一种主要的码头结构形式,其中板桩墙结构计算又是板桩码头的一个重要内容。

A variety of them to overcome their difficulties, has successfully developed four kinds of different forms, with independent intellectual property rights of U-and Z-type steel sheet pile sheet pile, for a total of 14 varieties of different specifications.

他们克服多种困难,先后成功开发了4种不同形式的、具有自主知识产权的 U 型钢板桩和 Z 型钢板桩,共计14个品种规格。

To grasp the influencing rule of negative friction, field prototype observation of sheet pile foundation slab and scientific free pile is carried out and many precious data are collected.

为掌握负摩擦的影响规律,现场进行了原型观测,对象是板桩承台和科研自由桩,得到了宝贵的资料。

Basing on research on prestressed anchorage sheet pile retaining wall design calculation method and internal forces pile,earth pressure distribution rule,To provide design and construction of reference,further guidance on the practice.

通过对预应力锚索桩板墙设计计算方法研究及各工况下桩内力及土压力分布规律的研究,为设计施工提供参考性结论,进一步指导工程实践。

To ensure the application of self-balanced pile test in collapsible loess, a conversion method of self-balanced pile test under the influence of negative skin friction was put forward.

为了保证自平衡测试法在湿陷性黄土地区的应用,提出了在桩侧负摩阻力影响下桩承载力的自平衡测试结果转换方法。

And that the self-balanced method is worth to adopt to analyze the bearing capacity of the single pile in the case that the routine method is not fit in the deep-water circumstance for the large group pile foundation.

此外,对于深水环境下的大型群桩基础,常规的静载试验无法实施,自平衡试桩技术不失为一种有效、可行、经济、安全的确定单桩承载力的方法。

Experimental results show that: bearing capacity of JPP is thirty percent higher than that of cast-in-place pile which has the same length and diameter with JPP. The deformation of JPP is controlled by core pile; axial force distribution of PHC is different with soil-cement; and their axial force ratio in same section is their elastic modulus ratio. Distribution of inner and outer friction resistance is similar; and the inner friction is about 1.62 times of the outer one; it is about the ratio of JPP diameter and PHC diameter. Furthermore, the relation between friction resistance and relative displacement is similarly hyperbolic; and the relation between dip resistance and displacement is also hyperbolic.

试验结果表明,JPP桩与同桩长、同桩经灌注桩相比承载力高30%以上;JPP桩变形由芯桩控制,管桩轴力分布与水泥土轴力分布规律不一致,但同一截面上管桩和水泥土的轴力比值约为其弹性模量的比值;内外摩阻沿桩身的分布规律类似,内摩阻是外摩阻的1.62倍左右,约为JPP桩直径和管桩直径的比值;桩侧摩阻力与桩土相对位移近似双曲线分布,桩端阻力和桩端位移也近似双曲线分布。

The new ideas from this paper: using mechanics principle study of soil, create a practical test to prove that it could change the physical mechanics character of base soil completely, reducing distortion, improving strength, and eliminating wet or sinking of base soil by seal extrusion during hole formation process at certain replacement rate; it could strengthen the loessial soil base to high bearing capacity to standard value of 300 to 400kPa through seal extrusion to hole formation technology together with rammed cement soil pile. Some value of the parameters adopted by bearing capacity calculation of the composite base of rammed cement soil pile with seal extrusion to hole formation exceeded the criteria of 'Technical Regulation on Building Ground Treatment'.(JGJ79-2002) This technology meet the design requirements and save investment.

本课题的创新点:1 利用土力学原理进行研究及理论推导,并经实践:证明了在置换率为某一定值的情况下,在成孔过程中通过挤密作用可以从根本上改变地基土的物理力学性质,使地基土的变形减小,强度提高,湿陷性消除;2 挤密成孔工艺与夯实水泥土桩的组合,可使低强度的湿陷性黄土地基变成高强度的复合地基,其承载力特征值可达 300~400kPa;3 挤密成孔法夯实水泥土桩复合地基承载力计算所采用的有关参数取值范围超出了《建筑地基处理技术规范》JGJ79-2002 中的有关规定;4 在节省投资的前提下,解决了地基高承载力、低变形及黄土湿陷性问题,达到了设计要求。

Screw pile ; steel pipe pile ; ultimate bearing capacity ; foundation design ; construction

螺旋桩;钢管桩;极限承载力;基础设计;施工

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推荐网络例句

He paid $5,000 for this cupcake.

他我这个纸杯蛋糕花了5000美元。

I mean, if you want to, that is

我的意思是,如果你们想吃的话。

In addition to his fee, he would be awarded an unaltered clone of himself.

除了费用,他将获得一个不作任何改造的克隆体。