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piles of相关的网络例句

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The capacity of single pile will enhance when the length and diameter of pile increases, but effect of pile diameter is more obvious. While pile diameter increases 20、40 and 60 percents, the capacity of pile will enhance 20.4、53.7 and 78.1 percents. And with the effect of mud-cake, the capacity of single bored pile will fall down nearly 20 percents, and pile-side resistance will also reduce 15 — 35 percents. In the centrifuge tests, when the relative displacement between pile and soil was 45 —85mm, which is much more than the criterions, the pile-side resistance will become most. Meanwhile the intenerated value of utmost resistance is close to the resistance in situ. In the pile group tests, the capacity of pile group , which the space among piles increases from 2D to 3D、 4D and 5D , will enhance 6.1、9.6、18 percents .

当桩径增加20%、40%、60%时,桩承载力分别增长了20.4%、53.7%和78.1%;在考虑泥皮效应后单桩侧摩阻力减小15~35%,极限承载力减小18%~24%,且减小率随桩径的增加而变小;试验中桩身侧阻软化值与原型桩实测侧阻软化值接近,且极限侧阻所对应的桩土相对位移试验要比规范值大得多,约为45~85mm;同时群桩极限承载力随桩距的增大而增加,其中桩距为3D、4D、5D的群桩承载力分别比间距为2D的群桩高6.1%、9.6%和18%;其承载力效应系数η接近或大于1,并随着桩间距的增大而不断提高;群桩侧摩阻力沿深度的分布与单桩略有不同,即桩身上部由于承台的作用,侧阻削弱,但桩身中部侧阻具有增加的趋势。

In the past, some construction companies use deception "drive piles Party of the First Part" to make some developers in order to reduce investment, would not hesitate to sacrifice quality for price, forcing construction enterprises at below cost prices into the construction business then had to jerry-building, the use of counterfeit building materials, and other improper means to ensure their profits, resulting in a "bean curd residue" works, and the ultimate victims are the ordinary people and the long-term interests of developers.

过去,有的施工企业用欺骗手段&夯甲方&以牟取暴利,有的发展商为了减少投资,不惜以牺牲工程质量为代价,迫使施工企业以低于成本的价格就范,施工企业于是不得不以偷工减料、使用假冒伪劣的建材等不正当手段来确保自己的利润,从而导致了&豆腐渣&工程,而最终受害的是老百姓和发展商长远的利益。

Based on the contrast of grouting and redriving between floating pipe piles, the latter should be adopted preferentially in soft soil foundation.

通过对浮桩进行注浆和复打两种方法的对比研究表明:在软土地基中处理管桩浮桩应优先采用复打措施。

In this section, the resists force in driving and the effect of sinking piles are analyzed in nature.

另外,对施工过程中的沉桩阻力、沉桩效应也作了定性分析。

If bearing stratum are coarse soils, such as sand especially gravel and weathered rock etc, the failure pattern is compress mechanism, not as the sheafing mechanism of a the common cast-in-situ bored pile. In the meantime, the strength of pile material may govern the beating capacity of cast-in-situ bored piles with grouted toe.

文中对不同桩底持力层桩底灌浆桩的破坏模式进行了讨论,认为当桩底持力层为细砂层、中砂层尤其是砾卵石、强风化岩时,其破坏模式为桩底土的压缩破坏,同时桩身材料强度也可能成为桩的竖向承载力的控制因素。

FEM results show that the influence of foundation piles is obvious on the foundation pit deformation and internal force of strutted structure.

对深基坑工程中工程桩对基坑变形、周围土体应力场和位移场的影响做较为深入的对比分析。

Is social to get the ground with the profession's piles, black and dirty, subjugating of reasonable and truth.

是社会的患地和行业的痔疮,黑而肮脏,合理与道理的沦陷。

It then used the rasp on the scoop at the end of the arm to make 50 scrapes in the ice and then heaped the scrapings into little piles each with about two to four teaspoonfuls of ice.

然后,&凤凰&号用机械手末端铲子上的粗锉刀在冰上刮擦了50下,接着将刮下的冰屑堆成小堆,每堆约有冰屑2至4茶匙。

At first, buckling mechanic of pile-column piles foundation with high bridge piers is discussed in detail.

本文首先深入分析了桩柱式高桥墩桩基的屈曲机理。

Through the comparative analysis of the earth pressure calculated by the different calculation methods, it is known that when the earth pressure behind the abutment of the integral abutment bridge under the action of rising temperatures is calculated, it is not proper to use the m method to calculate the resistance coefficients of the abutment back wall and column earth while the resistance coefficient of the abutment back wall earth can be calculated by the Broms method. It is proper that the resistance coefficients of the earth of the abutment and pier piles should be considered by the p-y curve.

通过对不同方法计算的台后土压力的对比分析,得知:在计算升温引起的整体式桥台桥梁台后土压力时,桥台背墙及台柱土的水平抗力系数计算采用m法是不适合的;桥台背墙后填土的水平抗力系数可采用Broms法计算;土对台桩及墩桩侧的水平抗力系数按p-y曲线来考虑是适合的。

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