Soil displacement and timbering pile displacement are in harmony with deformation.
土体的位移和支护桩的位移满足变形协调条件。
When the pile diameter is big, the impact of the increase of pile diameter on the pile displacement is substantially weakened.
桩径较大时，桩径的继续增大对桩身位移的影响很小。
Along with the increase of pile mounted depth, the pile displacement decreases. But when the mounted depth come to a certain value, the change of depth has little impact on retaining structure.
随着桩身嵌固深度的增大，桩身位移减小，当嵌固深度达到一定程度时，其变化对支护结构的影响很小。
Assuming no slippage occurred on the interface between pile and soil, an equivalent equation of displacement coordination is obtained to constitute a new method calculating settlement of single pile.
在假定桩土接触面不产生滑移的条件下，确定在桩基础沉降过程中与能量守恒定律等效的位移协调方程，并在此基础上建立了一种新的单桩沉降计算方法。
Because top beam can change internal force and displacement of supporting pile, and both them restrict and correspond each other in space.
因为压顶圈梁可改变支护桩的内力与位移，二者在空间中相互约束，彼此协调。
Based on reliability of over-turn and displacement and moment of pile, the system reliability of retaining structure is analysed.
在抗倾覆可靠度和围护桩位移和弯矩的可靠度基础上，分析了基坑围护结构的体系可靠度；
The pile is simplifyed as an one dimensional elastic rod. The propagating characters of strain wave and displacement wave in different piles are studied.
将基桩简化为一维弹性杆，研究了位移波和应力波在不同类型的基桩中的传播特性。
The critical displacement value of pile soil in Wenzhou soil is listed in this text.
本文列出温州地区常见土层的桩土临界位移值。
The vertical chaotic motion of the nonlinear viscoelastic pile embedded in rock with a vertical displacement, is investigated.
研究了在给定桩顶轴向动位移条件下非线性粘弹性嵌岩桩纵向振动的混沌运动。
The horizontal lateral displacement of reinforced concrete or rail anti-slide piles is measured by setting up borehole incline-tube in pile.
通过在大截面钢筋混凝土和钢轨抗滑桩身埋设钻孔测斜管，监测得二类抗滑桩的水平侧向位移。
Designed model established by ANSYS program is used to analyze the loading behavior of the CFG pile composite foundation such as vertical displacement, stress and character of destructive capability.
利用ANSYS有限元程序建立模型，对CFG桩复合地基承载性状(竖向位移、应力分布、破坏特点等)进行了分析。
Based on the displacement coordinate theory, the capacity of single pile under down-ward loading was analysed by using the load transmission function.
根据位移协调理论，采用荷载传递函数法分析了竖向受荷下单桩的承载特性。
The dynamic behaviour of the pile is presented as frequency response curves for displacement, stiffness, dashpot constant and damping ratio.
桩的动力特性用刚度、阻尼和位移的频率响应曲线来表达。
Individual pile should be kept driving continuously while earth squeezing should be avoided to ensure bearing capacity and minimized lateral displacement.
每根桩宜连续施打到底，并采取措施减少挤土现象，以保证桩的承载力和防止产生过大的桩身位移。
These solutions are then combined with the displacement compatibility between the pile and the surrounding soil to analyze the torsional behaviour of a single pile.
利用此基本解并考虑桩土位移协调条件，提出了层状地基中单桩扭转变形分析的解析方法；
Sand pile reinforcement increases the consolidating speed and confine the lateral deformation and consistently decrease the lateral displacement of soft ground.
砂桩加固处理加快了软土层的固结速率，起到了限制侧向变形的作用，减小了软基的侧向位移。
The displacement of a pile is decreased and its internal force is increased with increasing the insertion depth of the pile.
随嵌入深度加大，桩的位移减小，但同时桩的内力增大。
Due to the interaction of anchor and soil, the displacement of pile is evidently greater than the equivalent concentration condition.
由于锚杆与土体的相互作用，桩身位移比等值集中力作用时显著增大。
The thesis puts forward the pile-top displacement control method, and it can account the least force of the anchor wire on anti-slide pile.
本文提出了锚拉抗滑桩锚拉力计算的桩顶位移控制法，计算控制桩顶位移所需的最小锚拉力。
Secondly, a formula for calculating effective length of flexible pile under stiff foundation is set up based on elastic theory and displacement cooperation relations.
根据弹性理论分别计算桩土压缩量，并考虑在刚性基础条件下桩土位移的协调关系，得到了在刚性基础下柔性桩复合地基有效桩长计算公式。
Though very little relative displacement between pile and soil occurs, the side resistance of soil close to pile bottom will increase sharply.
而靠近桩端的桩侧土体，尽管桩土相对位移较小，桩侧摩阻力值却会急剧增大。
Then, transient response of vertical displacement, vertical stress and pile-soil stress ratio of some nodes in the elastic subgrade are computed in one single load cycle.
采用桩土分析法，计算分析在一个荷载周期内，弹性路基内各研究节点的位移、竖向应力、桩土应力比的瞬态响应。
The infection of related factors to load transfer rule on cement-soil pile through the load transfer function method was analyzed according to the displacement harmony theory.
根据位移协调理论，采用荷载传递函数法分析了竖向受荷下相关因素对水泥土桩荷载传递规律的影响。
For cantilevered anti-slide pile, displacement of pile increase continuously with time, the topper displacement is max. The failure envelope is nearby design failure surface when load achieve extreme.
对悬臂式抗滑桩，桩身位移随时间的延长不断增大，桩顶位移最大，加载至桩破坏时，其破坏面在拟滑面附近；
Brace has a critical rigidity, when brace's rigidity exceeds the critical rigidity, it has no influence upon the displacement and internal force of pile.
支撑存在着一个临界刚度，当支撑刚度达到临界刚度后，支撑刚度的变化对支护桩身的内力和位移几乎没有影响。
So based on the condition of displacement coordination, a method which can consider the effect of the cap sharing the load to predict the settlement of pile groups with low caps is advised.
本文考虑承台—桩—土的共同作用，根据位移协调条件，在高承台桩基沉降计算方法的基础上提出考虑承台分担荷载作用的低承台桩基沉降计算方法。
Also it is necessary to use two anchor ties to minimize horizontal displacement of sheet-pile wall while wharf bank wall with a large height.
当码头岸墙高度较大时，板桩的锚拉杆需在两根以上，才能减小板桩墙的水平位移。
With comparison of computing result and test in situation, it shows that the contact element model is suited to simulating the pile-soil 's shear force transmission and relative displacement.
模型计算结果与实测比较表明，接触单元能较好地模拟桩与土之间的剪力传递和相对位移。
With comparison of computing result and test in situation, it shows that the contact element model is suited to simulating the pile-soil 's shear force transmission and relative displacement.
模型计算结果与实测比较表明，接触单元能较好地模拟桩与土之间的剪力传递和相对位移。
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