打入桩的英文

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"打入桩"怎么读用"打入桩"造句

英文翻译手机版

driven piles

"打入"英文翻译 throw into; banish to infilt ...
"桩"英文翻译 pile; pole; stake
"打入桩；入土桩" 英文翻译 : driven pile
"入土桩；打入桩" 英文翻译 : driven pile
"打入桩（负）摩阻力" 英文翻译 : (negative) skin friction of driven pile
"打入桩摩阻力" 英文翻译 : negative) skin friction of driven pile; skin friction of driven pile
"打入" 英文翻译 : 1.(投入; 放逐) throw into; banish to2.(渗透) infiltrate 打入匪巢 infiltrate the bandits' den; 打入键 load key; 打入桩 driven pile
"顶入桩" 英文翻译 : jack-in pile; jacking pile
"贯入桩" 英文翻译 : penetration pile
"嵌入桩" 英文翻译 : insertpile
"送入桩" 英文翻译 : displacement pile
"压入桩" 英文翻译 : pressed pile; pressure pile
"顶压桩；压入桩" 英文翻译 : jacking pile
"钻入桩脚" 英文翻译 : drilled pile
"把…打入" 英文翻译 : pump into
"打入锤" 英文翻译 : drive hammer
"打入椿" 英文翻译 : driven pile
"打入的" 英文翻译 : bulged in; driven
"打入管" 英文翻译 : drive pipe
"打入键" 英文翻译 : load key; type-in key
"打入销" 英文翻译 : driving key
"输入，打入" 英文翻译 : keying（computer，typewriter）
"用千斤顶压入桩" 英文翻译 : jack pile
"被打入冷宫" 英文翻译 : be neglected
"长打入穴" 英文翻译 : long putt

例句与用法

Reliability analysis for driven piles
打入桩的可靠性分析
Negative skin friction of driven pile
打入桩负摩阻力
Figure 8 - typical section of driven pile foundation for cooling water pumping station
图8 -冷却用水抽水站打入桩地基剖面图
If the driven pile option is adopted , raking piles can be driven to counter - act the earth pressure
-假如采用打入桩，则可打入斜桩，以抵挡土压力
The alternatives for foundation design are rockfill mound foundation , the pile foundation driven piles or bored piles and the mat foundation
-地基设计方案包括毛石堆地基桩柱地基打入桩或钻孔桩及席式地基。
The pile foundations , either driven pile or the bored pile options , would cost of about 120 million to 130 million , excluding the cost of the underwater pile cap
-不论是打入桩或钻孔桩方案，桩柱地基的造价约为1 . 2亿至1 . 3亿元，尚未计算在水底下建造桩帽的成本。
It is highly reliable in pile driving : the perpendicularity of the driven pile can be ensured due to the excellent rigidity of pile frame , secure connection , low gravity centre of main machine , big grounding area and very strong stability of anti - overturning in the course of movement and pile driving
打桩可靠性高：打桩架钢性好、联接牢靠、主机重心低、接地面积大、桩机在行走移位及打桩过程中具有较强的抗倾覆稳定性，并能保证打入桩垂直度。
How the change of space between driven piles and stabilizing piles and how the change of exertion coefficient of the between - pile soil intensity parameters will influence the foundation stability are analyzed . the safe space between piles of different reinforcement schemes is initially confirmed . the test results and stability analysis indicates that : it is safer to construct embankment upon level soft - soil foundation than slope soft - soil foundation ( 1 : 10 )
( 2 )用土工专业软件geo - slope对不同情况下的地基进行了稳定性分析，结合斜坡软弱土地基路堤的离心模型试验结果与室内土工试验测得的参数，推求出了地基土的强度指标；分析了软弱土层c 、值的变化对地基稳定性的影响；探讨了打入桩方案和抗滑桩方案桩间距的变化和桩间土强度参数的发挥系数的变化对地基稳定性的影响，初步确定了不同加固方案的安全桩间距。
By fitting 106 testing date of cast - in - place piles , the experiential formula between the e and c # as well as l / d ( ratio of length and diameter of pile ) and , the experiential formula c and base resistance qc / pa from cpt of pile surrounding soil are given . finally , we put some examples to testify this theory
通过对51根打入桩的15组样本数据的试桩资料进行分析计算，建立了_ e与桩与桩侧土的刚度比r之间的经验公式； _ c与桩侧土的静力触探成果f _ s p _ a之间的经验公式。
In this paper , depending on the enormous 356 pile testing date detailed with soil and pile parameters and p ~ s curves , covering xi ' an and adjacent areas , we analyzed the load transmission mechanism of pile in loess foundation , and proposed a kind of hyperbolic load transmission function between pile and it ' s neighboring soil . meanwhile , we created a mathematical model to predict p ~ s curve and bearing capacity of single pile . by analyzing the compacting effect caused by pile - sinking of pressed pile in loess and it ' s influence on bearing capacity and settlement , two parameters , kc and ke are introduced to modify the soil cohesive c and deformation modulus es
本文利用现己收集到的西安及其周边地区356根打入桩、静压桩、灌注桩的现场试桩资料(其中打入桩67根，静压桩121根，钻孔灌注桩168根，并有详细的地层勘探资料，桩深资料，荷载沉降?曲线)对西安黄土地基中的打入桩、静压桩、灌注桩的荷载传递机理进行了分析研究，认为用双曲线型的荷载传递函数模拟桩土之间的荷载传递函数是合适的，并用荷载传递分析的方法建立了计算p s曲线的数学模型及极限承载力的确定方法。