本文详细分析了附加应力的影响因素。
The influencing factors of additional stress were discussed in this paper.
在某些情况下也可能产生附加应力循环。
承台下土体附加应力分布为边缘大中心小。
The distribution of soil additional stress under pile cap is big on the edge and small at the center.
同时，阐述了附加应力对周围建筑物及地层的影响。
The effect of the subsidiary stress on surrounding structure and stratum is discussed.
井孔地下水位微动态是地壳附加应力作用下形成的。
The microbehaviour of groundwater level in a borehole is engendered by stress changes in the earth crust.
推荐的基础上的附加应力和系统运行测试运动可以成为里程碑。
Promoted builds on which additional stress and system test campaigns are run can become milestones.
地基土体中，附加应力的研究一直建立在弹性连续介质假设的基础上。
In the previous study on additional stress in soil of ground always, soil is apt to be assumed as an elastic continuous medium.
可在任意位置绘出垂向和水平曲线图，细致地表示了附加应力变化规律。
The vertical or horizontal isogram at any given point can be drawn to show the law on the change of additional stress.
采用两种不同的计算方法对大桥每联钢轨附加应力逐一检算，结果可行。
Two different methods were employed to check the secondary stresses in each rail on the bridge, and the results were satisfactory.
基于土的连结强度，研究基础长宽比对基底附加应力和压缩层深度的影响。
Based on the connecting strength of soil, the effects of foundation length-width ratio on base additional stress and depth of compressed layer were discussed.
随着基层厚度和底基层厚度的增加，路面各结构层附加应力都呈线性增大。
With the thickness of base and subbase increased, the additional stresses of every layer of pavement structure are linear increased.
超固结地层发生地面沉降需要一个大于超固结应力的起始附加应力来驱动。
For over-consolidated strata, land subsidence usually occurs under the critical condition that initial additional stress is larger than over-consolidation stress.
钢筋混凝土中经典的整体式和组合式方法构成了等效附加应力法的理论基础。
Classical integral method and combined method for reinforced concrete constitute the theoretical basis of equivalent additional stress method.
本文着重分析了平均附加应力系数的数学物理意义及用它计算地基变形的优点。
This paper stresses on the analysis of the mathematical and physical significance of the average additional stress coefficient and its merit in foundation deformation calculation.
根据附加应力叠加原理，逐步推导得到不同布桩形式的群桩效应系数计算公式。
The formula for effect coefficient of piles group were solved gradually under different shape of laying-out piles according to principle of additional stress superposition.
等效附加应力法根据附加节点力计算方法的不同分别对应整体式和组合式方法。
Equivalent additional stress method can be the same with integral method or combined method depending on the equivalent method of additional nodal force calculated.
采用有限单元法对不同筏板刚度下桩筏基础下卧层附加应力的分布规律进行分析。
By finite element method, the distributions of additional stress of piled raft foundations in different raft rigidities are analyzed.
对地基土刚度调整后的中心布桩复合桩基土中附加应力的分布进行了有限元模拟。
Meanwhile, the distributions of additional stress of the composite pile foundation with equal pile length and the composite pile foundation with the adjusted soil rigidity.
通过浅层掏土减少地基土支承面积，加大基底土中的附加应力的方法迫使基础沉降。
Cutting through the shallow area of soil to reduce soil support, increased shallow soil in the additional stress of the method to force the basis of the settlement.
波浪在传播的过程中，产生的附加应力会使海床土体强度沿深度产生非均匀性变化。
When waves propagate over a porous sea bed, the strength of soils in seabed will vary non-uniformly with depth.
石粉垫层具有承载力高、压缩性低、应力扩散角大、自身消散附加应力能力强的特点。
The said cushion is equipped with high bearing capacity, low compressibility, large Angle of stress dispersion.
所以本实用新型能够补偿地面不平，减小构件附加应力，提高移动式脚手架的稳定性。
Thus, the utility model can compensate the unevenness of the ground, reduce the additional stress of the parts and enhance the stability of the movable scaffold.
利用简单条分法对海床和建筑物进行稳定性分析，在滑动面上考虑波浪附加应力的影响。
The influence of wave induced excess stresses on the slip surface is considered in the stability analysis.
材料的应力在滚动结果从外在负载下的轴承接触压力以及从附加应力的机械、化工或热性质。
The material stress in rolling contact results from the external loading of a bearing under contact pressure as well as from additional stresses of a mechanical, chemical or thermal nature.
根据土体损失的空间分布规律，应用镜像法原理，推导了土体损失产生的附加应力计算公式。
According to the space regularities of distribution of ground loss and by image method theory, the calculation formulas of superimposed stress are deduced.
地基附加应力和变形计算是地基设计计算的重要内容，直接关系着结构设计的安全可靠程度。
Research on numerical simulations of displacement deformation and additional stress for buildings in mining active area;
最后结合试验监测成果，对真空联合堆载预压加固软基机理进行了分析，给出了附加应力分布图。
Combined with the observation results, the mechanism of vacuum combined with surcharge preloading is analyzed; and the superimposed stress distribution diagram is given.
搅拌桩地基沉降计算的准确性取决于搅拌桩复合地基中附加应力的分布，特别是下卧层应力的分布。
The accuracy of settlement calculation of composite foundation with mixing piles depends on the additional stress distribution in the foundation, especially in the subjacent bed.
本文论述了门座起重机小拉杆的损坏是由于在起重机变幅过程中，小拉杆承受较大的附加应力所致。
This paper discussed the wreck of the small pole of portal crane is because the small pole supported greater add working stress in range - changing process.
其表现为在桩基中引起附加作用力和附加应力，这将对桩基的承载机制与变形特性产生重要的影响。
Therefore, it is very important to reasonably assess these forces and the corresponding effects on the bearing and deformation performance of pile foundation.
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