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1)  twice-initial-strain-method
二次初应变法
1.
In this paper,a twice-initial-strain-method for nonlinerly rheological FEM of soil has been estab-lished In this theory, the solution of nonlinearly rheological problem is obtained at first by the visco-initial-strain-method in ime domain,then by nonlinearly-elastic-initial-Strain-method in each time step.
本文在一般线性流变有限元解析的时步-粘性初应变法的基础上,提出并建立了非线性流变有限元解析的二次初应变法
2)  initial strain method
初应变法
1.
In this paper, elasto-viscoelasto-viscoplastic model is adopted and FEM formula of initial strain method is presented to analyze the stability of the slope in the Xiaolangdi project.
采用西原流变模型,给出了初应变法的有限元解析式,编写了平面有限元程序,并对黄河小浪底水利工程出口边坡进行了稳定性分析。
3)  secondary strain
二次应变
1.
The state of secondary strain, failure process and safety factor in surronding rock of excavation openings have been studied with geological structure being considered.
通过多种组合相似材料的物理模拟,就洞群附近地质构造存在与否两种情况,分析对比了开洞围岩二次应变状态、围岩破坏过程以及安全度等问题。
4)  the second "reform"
二次"变法"
5)  the increment of initial stress
初应变增量法
6)  increment initial stiffness method
增量初始应变法
补充资料:初到杭州寄子由二绝
【诗文】:
眼看时事力难胜,贪恋君恩退未能。
迟钝终须投劾去,使君何日换聋丞。
圣明宽大许全身,衰病摧颓自畏人。
莫上冈头苦相望,吾方祭灶请比邻。



【注释】:



【出处】:
苏轼诗集 卷三
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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