1) equivalent consolidation pressure
等效固结压力
2) isotropic consolidation pressure
等向固结压力
1.
In the preceeding of vacuum preloading,soil is consolidated by isotropic consolidation pressure,which is different from consolidation pressure K_0 in superload preloading.
在真空预压法加固过程中,土体产生等向固结压力。
3) equalized consolidation
固结等效
4) isotropic consolidation
等压固结
1.
Based on the results,a practical strain model of dynamic pore water pressure under isotropic consolidation was proposed.
等压固结条件下,动应力和固结压力对动孔压比与动应变比的关系影响较小,动孔压发展规律可近似用同一模型表示。
2.
On the basis of the framework of Duncan E~v model,an elasto-plastic constitutive model was derived by fitting the data of triaxial compression tests under CTC stress path on isotropic consolidation condition.
基于DuncanE~ν双曲线模型,对等压固结条件下CTC应力路径三轴实验数据进行了数据拟合,得到了该条件下的非线性应力应变关系,并将卸载-再加载试验曲线的平均斜率作为卸载模量,引入了加卸载函数作为判定加卸载的准则。
5) equivalent compressive force
等效压力
6) consolidation pressure
固结压力
1.
Laboratory study of permeability of lightweight soil with EPS under different consolidation pressures;
不同固结压力下聚苯乙烯轻质混合土渗透特性试验研究
2.
The volumetric strain is less sensitive to consolidation pressure,however.
为探讨应力历史对土体本构关系的影响,进行了一系列正常固结土和超固结土的排水剪切常规三轴压缩试验,对比具有不同应力历史的土体应力应变关系曲线发现,对于体应变,超固结比是决定性因素,而体应变对固结压力不太敏感。
3.
In the consolidated undrained tests of Shanghai soft clay,we discover that the mechanics characters of soil are different in different consolidation pressure.
我们将常规三轴试验和平面应变试验中得到的应力—应变关系曲线和应力路径曲线进行了归一化处理,结果发现土体的固结压力对土体的力学性质有很大的影响。
补充资料：等效
1.效用相同。
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