并由此计算了强度参数与晶场参数。
Based on them, the intensity parameters and crystal field parameter of Eu3 + were obtained.
卸荷应力路径对土体的强度参数影响不大。
Unloading paths have little effects on the shearing strength parameters.
在岩体参数中已隐含着配套的岩体强度参数。
The rock mass parameters have the implication of the matched strength indices of rock mass.
并讨论强度参数、峰值应力差与粒度分维值的关系。
Relationships among strength parameters, peak stress difference and fractal dimensions of granularity were also discussed.
最后分析了同类土静、动强度参数之间的比例关系；
Contrast quivalent dynamic shear modulus and damping ratio of different soil types.
两个强度参数的相关性对坝坡的失稳概率也有显著的影响。
The correlation between the two strength parameters also has evident influence on the instability probability.
试验表明，两种土经过冻融作用后，其强度参数发生了变化。
It was found that the strength parameters of the two soils changed in an opposite way.
边坡岩体抗剪强度参数是影响边坡稳定性的主要地质因素之一。
Shear strength value of rock mass of slope is one of the important geological factors affecting stability of slope.
强度参数对滑动面形迹的影响较小，但对安全系数的影响较大。
The strength parameters have slight effects on the slide track, but have relative strong effects on the safety factor of slope.
最后，对试验区土石混合体在浸水下的强度参数提出了合理的参考值。
In the end, the referential values of the strength parameters of the water immersed SRM in test area were given.
该研究方法可为获取真实有效的滑带土剪切强度参数提供一条新思路。
This research method can provide a new method to obtain reliable shear strength parameters of intact sliding zone soil.
初始缺陷和强度参数为设计变量，采用一阶矩法计算单元层的失效概率。
The initial imperfection and the strength parameters are considered as random variables. Ply-level failure probability is evaluated by the first order reliability method.
该限制条件既可验证强度准则的可用性又有助于实验确定基本强度参数。
The constraint conditions can be used to identify the availability of the strength criterion and they are helpful to measure the basic strength parameters.
在工程建设中三轴压缩试验提供的土体抗剪强度参数得到越来越广泛的应用。
Parameters of shear strength from triaxial compression test are widely used in project construction.
有关试验表明，平面应变状态下采用三轴压缩试验获得的抗剪强度参数偏于保守。
Some correlative tests indicate that the result will be conservative while under plane strain state but still adopting shear strength under triaxial compression.
滑带土抗剪强度参数的正确选取，是滑坡稳定性评价和抗滑工程设计中的关键问题。
The parameters of shear strength of slide zone soil are indispensable factors for stability evaluation and countermeasure design to landslides.
确定岩体变形和强度参数最常用的方法有三种：原位试验法、经验关系法及数值分析法。
There are three kinds of methods to confirm the rock deformation and intensity parameters:in situ test, experiential relation method and numerical analysis method.
大型滑坡滑带土强度参数的正确选取，是作好滑坡稳定性评价和抗滑工程设计的重要环节。
The shear strength of slide zone soil is an indispensable parameter for stability analysis and countermeasures of landslide.
然后选取珞珈山土样进行了室内非饱和土的三轴剪切试验，得出试验土样的抗剪强度参数。
Secondly, Luojiashan soil samples were selected for the unsaturated triaxial tests and the shear strength parameters were obtained.
对工程常见各向异性，文章给出了强度准则公式，并详细讨论了强度参数的实验确定方法。
The formulae of strength criterion for common anisotropic materials are deduced and the method to determine the strength coeffici…
通过模拟炮射击试验，验证了吸波材料强度参数设计的正确性，证明隐身榴弹的发射具有安全性。
The experimental results of simulated gun show that the design of ram strength parameters is right, and the stealthy projectile fired by artillery is safety.
深入研究粗糙胶结面抗剪强度特性对准确确定其抗剪强度参数值及分析其破坏机理具有重要意义。
Studying deeply on shear strength characteristics of rough cement face has an important meaning for precise determination of shear strength parameter and analysis on failure mechanics.
通过分析土层在液化过程中的破坏模式，提出了依据弱化土强度参数确定其水平极限抗力的方法。
The method to determine ultimate lateral resistances based on soil strength parameters was established by analyzing the failure mode of liquefying saturated strata.
经过国内相关试验成果的分析，得到垃圾土的强度参数主要受干密度的影响，且有较好的相关性。
Through the analysis of the existing test results in China, it is found that the dry density of solid waste is the key influence factor of strength and has good relation with the strength behavior.
通过对实验数据的分析，得出强度参数随温度的变化规律，以及温度对弹性模量、峰值应变的影响。
S. Throuth the thorough analysis, we can get the changing laws of the strength parameter with the variety of temperature and the temperature influence upon the elasticity module.
岩体抗剪强度参数的确定是进行岩体工程稳定性分析中最基本和最重要的，也是最困难的一项工作。
The shear strength parameters of rock masses are generally most important and difficult to determine when performing stability analysis of rock works.
参数敏感性分析表明，挡墙几何、填土及加筋的强度参数是影响加筋土挡墙屈服加速度的重要因素。
Sensitive analysis shows that the yield acceleration of the reinforced earth retaining walls is affected by wall geometry as well as strength of soil and reinforcements significantly.
提出不同应变破坏标准和等效振动次数的动强度指标，为填埋场动力稳定性分析提供合理的强度参数。
Based on the different strain failure criteria and the equivalent cyclic number, the dynamic strength parameters are obtained, which can be used in dynamic stability analysis of landfill.
提出不同应变破坏标准和等效振动次数的动强度指标，为填埋场动力稳定性分析提供合理的强度参数。
Based on the different strain failure criteria and the equivalent cyclic number, the dynamic strength parameters are obtained, which can be used in dynamic stability analysis of landfill.
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