... 低温消除应力法 low temperature stress relieving 总应力法 Total Stress Method 主应力法 Principle Stress Method ...
基于12个网页-相关网页
A new total stress method and test method are presented to simulate consolidation degree of core in rock-fill dams. And its model parameters can be achieved by consolidated undrained compressibility test.
提出一种近似考虑固结程度的总应力法算法,其计算参数通过非饱和心墙料的固结不排水试验确定。
参考来源 - 堆石坝黏土心墙应力变形的总应力法计算After water impounding, stress and deformation of the soil-rock fill dam become more complicated than that in the construction period. The calculating methods mainly contain total stress method and effective stress method.
水库蓄水后,土石坝的应力变形较之施工填筑阶段更为复杂,其计算方法可分为总应力算法和有效应力算法。
参考来源 - 心墙坝有效应力与总应力算法的对比研究·2,447,543篇论文数据，部分数据来源于NoteExpress
So the comparison of large strain method and small strain method should be carried out with total stress method.
当应变很大时，大变形法和小变形法计算的沉降和孔压差异很大。因此，大小变形法分析结果的比较应采用总应力法。
Furthermore, the unloading shear strength parameters should be applied when using total stress method to analyse excavation problems.
此外，对于基坑开挖采用总应力法分析时，应按卸载总应力强度指标计算。
According to the analysis, the authors conclude that the unloading shear strength parameters should be used when applying total stress method.
经过分析，作者认为当采用总应力法计算时，原则上应采用卸载强度指标。
应用推荐