1) dynamic nonlinear viscoelastic constitutive relations of soil
土体动非线性黏弹性模型
2) nonlinear model of soil
土体非线性模型
3) Duncan Chang nonlinear elastic soil model
非线性-弹性邓肯-张土体模型
4) Nonlinear hyperbola soil constitutive model
双曲线非线性弹簧元土体模型
5) nonlinear viscoelasto-plastic rheological model
非线性黏弹塑性流变模型
1.
By connecting the nonlinear viscoplastic body(NVPB) model put forward by the authors and five-component viscoplastic model in series,a new seven-component nonlinear viscoelasto-plastic rheological model of rock(Hohai model) is proposed,which can reflect fully the accelerative rheological property of rock material.
通过将作者提出的非线性黏塑性体与五元件线性黏弹性模型串联,建立一个新的岩石非线性黏弹塑性流变模型(河海模型),该流变模型可以充分反映岩石的加速流变特性。
6) nonlinear elastic model
非线性弹性模型
1.
the nonlinear elastic model and elastoplastic model,were discussed and analyzed,and the deficiencies of the constitutive models in theory were pointed out.
在对堆石料主要应力应变特性进行分析的基础上,对堆石料的2大类本构模型——非线性弹性模型和弹塑性模型的特点进行举例评析,从理论上指出了这2类本构模型的不足之处,并引入了一类具有独特建模思想的连续介质本构理论——亚塑性理论,对堆石料进行了亚塑性建模及初步应用研究。
2.
Through researching the normalized behavior of stress strain relationships in CIU-tests and C K 0U-tests for soft clay,a nonlinear elastic model considering K 0-consolidation is established.
通过研究软土各向等压固结不排水三轴试验和K0 固结不排水三轴试验的应力 应变关系的归一化性状 ,建立一个软土考虑K0 固结非线性弹性模型 ,并结合工程实例 ,检验其适用性。
3.
Duncan-Chang model is introduced into the constitutive relationship of saturated-unsaturated soils,and the nonlinear elastic model for this kind of soils is established,and is used for the analysis on the landslide during rainfall.
将Duncan-Chang模型引入饱和-非饱和土的本构关系模型,建立了饱和-非饱和土的统一的非线性弹性模型,并应用于降雨滑坡的机理分析。
补充资料：体露
【体露】
（杂语）物全然显出也。传灯录云门章曰：“问：树凋叶落时如何？师曰：体露金风。”传灯录古灵章曰：“师登座举唱百丈门风。乃曰：灵光独耀，回脱根尘。体露真常，不拘文字。心性无染，本自圆成。但离妄缘，即如如佛。”
（杂语）物全然显出也。传灯录云门章曰：“问：树凋叶落时如何？师曰：体露金风。”传灯录古灵章曰：“师登座举唱百丈门风。乃曰：灵光独耀，回脱根尘。体露真常，不拘文字。心性无染，本自圆成。但离妄缘，即如如佛。”
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