这种结构直接包含广义应力历史的极值原理。
The construction directly implies the minimum principle for the generalized stress history.
讨论了应力水平和应力历史对次固结系数的影响；
Subsequently, the influences of stress level and stress history on the secondary consolidation coefficient are discussed.
会在疲劳模块中直接使用线性迭加，以计算特定位置的局部应力历史值。
Linear superposition is used directly within the fatigue module to calculate the local stress history for a particular location.
土体材料的成分、应力历史及固化联结是重塑模型土拟合控制的三个方面。
There are three factors in the control of fitting remolded soil model: composition of soil body, stress history and consolidation.
研究结果表明：隧道的开挖过程是和应力路径与应力历史密切相关的非线性不可逆过程。
The research results have showed that the excavating process is a non-linear irreversible process tightly related with stress paths and stress history.
此外，根据试验确定的应力路径曲线，可以分析土的应力变化，判定土的应力历史，推导土性参数。
Besides, according to the curve of stress path, variety of stress in the clay is analyzed; stress history of the clay is determined; and some parameters of the clay are deduced.
着重介绍应力历史及结构性对土特性的影响，并据此讨论加固软土地基的方法。认为，超载及长期加荷会减小次压缩沉降量。
The effect of stress history and structure on soil behavior are introduced, and according to these results the soil improvement methods are discussed.
着重研究了不同循环历史对后面循环稳定应力幅值的影响。
The authors have especially investigated the effect of different cyclic history on the amplitudes of stabilized stresses.
进一步的研究表明，滑动面形迹不仅与边坡中的应力与强度有关，而且还与前一段的破坏历史有关。
The further studies show that the slide track is not only related to the stress and strength in the slope, but also related to the history of failure.
本文讨论了用于测量应力-时间历史的短路电流石英传感器的原理，设计及标定问题。
The principle, design and calibration of piezoelectric current quartz-gauge, used for measuring stress- time history in solids are discussed in this paper.
笔者对锚杆检测技术的历史进行了简单的总结，并详细、重点介绍了目前被广泛使用的应力波反射法。
This paper summarizes simply the history of bolt testing technique, describes in detail stress wave reflection method.
作为减少坝踵部位拉应力的一个工程措施，在拱坝上游底部设置人工底缝已有40年的历史。
As an engineering measure to reduce tensile stress of dam heel, the installation of man-made bottom joints in upstream bottoms of arch DAMS has already a history of 40 years.
试样的受力状态对动态应力强度因子历史曲线的确定具有重要影响。
The loading state of specimen is important for calculation of the temporal evolution of dynamic stress intensity factor.
最后对三种结构型式的拱顶储罐的变形方式、应力状态、塑性变形历史、塑性极限压力、弹性失稳临界压力进行了分析与对比。
The analysis and contrast of deformation pattern, state of stress, plastic deformation history, plastic limit load and limit load of elastic buckling are analyzed and contrasted.
在温度历史过程中，应力—应变场等值分布图呈现动态特性，且与温度历史相关。
Furthermore, stress strain distribution in the solder joints has dynamic feature during temperature cycling and is related to temperature history.
根据历史地震记载、近期地震活动性和构造应力场资料，分析了北京西北延庆-怀来盆地的潜在地震危险性。
The potential seismic risk in the Yangqing-Hualai basin, NW of Beijing City, is estimated using historical documents and recent seismicity and tectonic stress field data.
基于野外变形分析与断层滑动矢量构造应力场反演，初步确定了六盘山盆地形成与构造演化历史。
Based on the field analysis of deformation and stress field inversion from fault slip data, the formation and tectonic evolution history of the Liupanshan basin has been preliminarily established.
介绍了不同应力-温度路径下q 235钢材性能的试验，以研究应力-温度历史对钢材应变的影响。
Experiments on the material properties of Q235 steel under different stress-temperature paths were conducted to learn the influence of stress-temperature history on the steel strain.
研究结果表明：特别是在较高平均应变率下，应变率历史对试件材料的应力应变曲线有明显的影响，在材料动态本构关系研究中应当考虑应变率历史的影响。
The results show that the stress-strain curves are significantly affected by the strain rate history, and this effect must be accounted for in the study of material constitutive relations.
预应力混凝土技术在我国工程建设中的推广应用，已有四十年的历史。
In our country, the technique of prestressing concrete has been applied in engineering projects for 40 years.
历史学家不应让人们在平常处认可自己，而应力求让人们在非常处理解自己。
Therefore a historian should not be approved by people in an ordinary way. but should strive for being understood by people in an extraordinary way.
考虑到天然黏土不等向固结历史的影响，试验土样在循环剪切前均先K0固结至原位应力状态。
Taking the stress-induced anisotropy into account, all the specimens are initially restored to the in-situ stress state under K0 consolidation.
考虑到天然黏土不等向固结历史的影响，试验土样在循环剪切前均先K0固结至原位应力状态。
Taking the stress-induced anisotropy into account, all the specimens are initially restored to the in-situ stress state under K0 consolidation.
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