The foundation of pile with earth has practical value.
桩土复合地基具有实用价值。
DX pile is a new type of squeezed cast-in-situ pile with multi-branch.
dx桩是近年来新兴的一种多节挤扩灌注桩。
Tell your teacher how many CARDS there are in the pile with a rectangle.
告诉老师画有长方形的那堆卡片现在有多少张。
Move one card from the pile with a circle into the pile with a rectangle.
从画圆圈的那堆卡片中拿一张放在画长方形的那堆里。
In this paper, a new type of prestressed concrete pipe pile with wing plates is presented.
本文提出了一种新桩型—带翼板预应力管桩。
The mechanical analysis is made on anti-slide pile with a new model of finite difference method.
通过抗滑桩结构的力学分析，建立了抗滑桩结构的有限差分模型。
Change of negative friction in pile with consolidation time is simulated by finite element method.
采用有限元方法模拟了基桩负摩阻力随着固结时间的变化。
The mechanism, method, effect and capacity mode of tensile pile with post grouting are introduced.
介绍了抗拔桩后注浆技术的基本原理、实施方法、效果分析及承载力计算模式。
The reinforced concrete pile with ram enlarged base is developed from the cast in place concrete pile.
振动夯扩桩是在传统振动沉管灌注桩施工工艺的基础上，对混凝土灌注桩的桩端进行了部分改进。
This paper presents a computation method for a new type of retaining structure-the anchor pile with a pull rod.
本文介绍一种新型支挡结构物——具有拉杆的锚固桩的计算方法。
Sensitivity of some effective factors on supporting pile with single layer of bracket in even soil is analyzed.
以匀质土中的单层内支撑支护桩为对象进行敏感性分析。
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。
In the end, the author gives a conclusion after comparing compacted cement treated soil pile with deep mixing pile.
最后将夯实水泥土桩与深层搅拌桩加以对比，得出结论。
At certain point under the pile the stress come to the maximum and it will move upwards along the pile with the load increasing.
桩身应力最大点发生在桩顶下某点处，随着荷载的增加而向上移动。
Based on the relation of pile with earth, cancel the slab to design container foundation adopting high intensity prestressed pipe pile.
根据桩土体系之间的关系，取消承台，对罐基础采用高强预应力管桩的桩土复合地基设计。
The Strength Reduction Finite Element Method is applied to test whether the sliding face cross over the pile with the short anti-side piles.
运用有限元强度折减法对设置抗滑短桩后，对滑面是否越过桩顶进行了验证。
The paper introduced how to solve surface leakage of excavated pile with double protective casing and the better results have been achieved.
本文介绍采用双护筒解决挖孔桩地表水渗漏问题，取得了较好的效果。
So instead of a pile of 16 cards all facing the same way, you will have a pile with 12 cards facing one way, and the four aces facing the other.
所以，这撂牌中的16张不是朝向同一方向的，而是12张朝向一个方向，4张朝向另一个方向。
The proper application of stiff mixing pile with reinforced concrete core, as a new technique, has attracted the engineering circle's attention.
钢筋混凝土劲性搅拌桩作为一种新兴技术，其合理应用为工程界所关注。
This paper introduces the test results and calculative method by using the composite foundation of sand-stone pile and concrete pile with low strength.
本文通过试验与工程实践，介绍采用碎（砂）石桩及低强度混凝土桩组合构成复合地基的试验成果、计算方法及应用检测成果。
As for the pile with the expanding neck, the tangent stress grows due to the increased area around the pile's side, which is detrimental to the pile body.
对于扩颈桩，由于扩颈处桩周侧面积增大而使切向冻胀力增大对桩产生不利影响。
In this paper, a method, called multinomial regression for forecasting for ultimate bearing capacity of singe pile with static load experiment is proposed.
介绍了一种单桩静载荷试验极限承载力的预测法——多项式回归法。
Longitudinal vibration of pile with variable impedance (variable sections or modulus) in layered soil undergoing arbitrary load is theoretically investigated.
对成层土中变阻抗(变模量或变截面)桩在任意激振力作用下的纵向振动特性进行了研究。
The paper intended to research the global optimization problem of the structural system of anti-slid pile with anchored rod based on the reliability analysis.
本文基于锚杆—抗滑桩的研究现状，在可靠性分析的基础上，对锚杆—抗滑桩结构系统的全局优化问题进行了研究。
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。
The manual digging pile is an economical and practical type of pile with the properties of high bearing capacity, great flexibility, low noise and no vibration of construction, etc.
人工挖孔灌注桩是一种经济实用的桩型，具有承载力高、灵活性大、施工噪音小、无振动等特点。
The test research shows that the concrete pour pile with changeable muld-under-reamed enlarged bottom can meet the demands of high bearing capacity and low settlement for high-rise building.
试验研究表明，可变式支盘扩底桩可满足工程上高层建筑承载力较高、沉降量较低的要求。
The test research shows that the concrete pour pile with changeable muld-under-reamed enlarged bottom can meet the demands of high bearing capacity and low settlement for high-rise building.
试验研究表明，可变式支盘扩底桩可满足工程上高层建筑承载力较高、沉降量较低的要求。
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