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1)  permanent deformation predictive model
永久变形预估模型
1.
According to the analysis of rutting influence factors and high-temperature performance evaluation of material design,the basic framework of permanent deformation predictive model of asphalt layers was put forward that includes the evaluation index of rutting tests.
根据车辙影响因素分析和材料设计高温性能评价,提出了包含车辙试验评价参数的沥青层永久变形预估模型基本框架。
2)  permanent deformation
永久变形
1.
Calculation method of real pseudo-static permanent deformation based on step-by-step softening modulus;
基于模量逐步软化的真拟静力永久变形计算方法
2.
Review on the seismically permanent deformation of high earth rock-fill dams;
高土石坝地震永久变形研究评述
3.
Nonlinear viscoelastic-elastoplastic constitutive model of permanent deformation for asphalt pavement;
沥青路面永久变形的非线性粘弹-弹塑性本构模型
3)  permanent displacement
永久变形
1.
Seismic stability and permanent displacement analysis of a solid waste landfill slope containing geomembrane;
卫生填埋场复合边坡地震稳定性和永久变形分析
2.
The seismic responses of a high earth-rockfill dam analyzed by means of Fast Lagrangian Analysis Method show that the proposed measure can effectively reduce the vertical and horizontal permanent displacement near the top of the dam by 50%,if only horizontal earthquake is considered.
采用快速拉格朗日差分方法对某高土石坝进行了弹塑性动力反应分析,分别研究了采用抗震措施和不采用抗震措施坝体的永久变形,从而考察本文建议的抗震方案的减震效果,同时研究了地震波的频谱特性以及同时输入水平和竖向地震动对抗震效果的影响。
3.
Based on the probability analysis on the displacement of slippage of soil slope influenced by the stochastic earthquake, the stochastic analysis method of the permanent displacement of soil slope is studied.
在对土坡滑移体在随机地震作用下的位移的概率分析基础上 ,研究了土坡永久变形的随机反映分析方法 ,并给出了随机地震作用下土坡永久变形危险性分析的计算
4)  deformation set
永久形变
5)  resistance to permanent deformation
抗永久变形
1.
Through asphalt road analysis (APA) rutting-test,the resistance to permanent deformation of coarse and fine-graded asphalt mixtures are probed.
通过沥青路面分析仪 (APA)车辙试验 ,探讨精细级配沥青混合料的抗永久变形能力 ,并从沥青混合料体积结构与沥青膜厚度的角度对试验结果进行分析 。
6)  subpermanent set
非永久变形
补充资料:永久
1.历时长久。 2.时间上没有终止;永远。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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