1) deformation after polishing
抛后变形
2) after-polished deformation
后变形
1.
As we know,the defects of the inferior anti-fouling performance,after-polished deformation and serious brittleness universally exists in the large-dimension polished tiles.
较为详细地阐述了大规格抛光陶瓷砖普遍存在的抗污性能差、抛光后变形和脆性大等缺陷产生的原因及其预防措施。
3) deformation hysteresis
变形滞后
4) post-peak deformation
峰后变形
5) deformation after unloading
后续变形
1.
According to surcharge precompression consolidation test on mud, the paper gives the relationship among the surcharge ratio,surcharge time and deformation after unloading.
根据现场采样的室内超载固结试验，对淤泥质粘土超载预压中超载比，超载作用时间及后续变形之间的关系进行了分析研究，实验及分析结果对用排水固结法处理淤泥质地基有重要参考价值。
6) Postseismic deformation
震后形变
1.
Three possible postseismic deformation analytic models for analyzing the space-time distribution of postseismic effect are constituted and the postseismic viscoelastic relaxation of the %M%8.
利用3种可能震后效应(震后余滑、孔隙弹性回弹、震后粘弹性松弛)的数学解析模型,分析了各种震后形变的时空分布特征,并且以1931年富蕴8级地震的震后粘弹性松弛反演为算例,说明震后粘弹性松弛解析模型的应用。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条