Chinese translation for "有效应力原理"
|
- principle of effective stress
Related Translations:
运动学原理: kinematic principle 力矩原理: principle of moments 役使原理: silding vane rotary flowmeterslaving principle 决定性原理: principle of determinism 啮合原理: theory of engagement 重叠原理: principle of superpositionsuperposition principle 角动量原理: principle of angular momentum 润滑原理: fundamental of lubricationfundamentals of lubrication
- Example Sentences:
| 1. | Absorbed suction and principle of effective stress in unsaturated soils
湿吸力及非饱和土的有效应力原理探讨 | | 2. | Principle of effective stress
有效应力原理 | | 3. | It is thought that the essence of biot ' s consolidation is principle of dynamic effect stress . and r - r , = [ k ] , is proved 6
对比奥固结问题本质的作了进一步解释，认为比奥固结问题的本质是动态的有效应力原理，同时严格证明了； 6 | | 4. | And objectivity principle is also introduced into the effective stress theory , which takes the form of three kinds of derivatives
文中又将客观性原理引入到有效应力原理中，推导出物质导数， jaumann导数和truesdell导数三种形式的有效应力原理。 | | 5. | Abstract : in this paper , the efficient stress method is used as main means , while the railway engineering anti - earthquake design specification and the dynamic triaxial test are used as additional means . the authors analyze the ground layer liquefaction of shield tunnelling built on powder soil or fine sand , whose top plate is buried under two kinds of depth , and conclude that the liquefaction area is different with different buried depth . finally , the rational buried depth is proposed
文摘:以有效应力原理的有限元计算分析为主、铁路工程抗震设计规范及室内动三轴实验为辅，对修建在粉土或粉细砂层中的盾构隧道进行了两种不同埋深情况下的液化分析，得出了埋深不同液化区出现区域不同的结论，并提出隧道抗液化的合理埋深。 | | 6. | In the paper , static and dynamic triaxial tests were conducted on fiy ash at shanmenxia longgou ash dam , and the static and dynamic parameters of fly ash were obtained . thirdly the 2 dimensions static analysis of the ash dam was conducted based on biot ' s consolidation theory and duncan ' s nonlinear stress - strain model . finally the plane dynamic behaviors of the ash dam during earthquake of intensity 7 were analyzed based on the exponent function model of excess pore water pressure aroused by earthquake , which is put forward in the paper , and equivalent visco - elastic dynamic fem model and principle of effective stress
本文结合实际工程，对三门峡火电厂龙沟灰坝的筑坝粉煤灰进行了静、动三轴试验，确定了该坝粉煤灰的静动力学指标；然后根据比奥( biot )固结有效应力原理，采用邓肯( duncan )非线性应力应变模型，对该灰坝的二维静力应力和变形状态进行了分析；最后利用本文提出的地震超静孔压指数函数模型，采用等价粘弹性动力有限元方法，对该灰坝在地震作用下的动力稳定性进行了分析评述。 | | 7. | Finally , based on the test results , effective stress principle for unsaturated soils is developed . numerical models for fissures network seepage and unsaturated fissured expansive soil consolidation are developed and finite element programs named usfem and ucfem are designed respectively
最后，在试验的基础上，发展了非饱和土的有效应力原理，建立了膨胀土边坡裂隙网络入渗的数学模型和非饱和裂隙膨胀土固结的数学模型，并编制了相应的有限元程序usfem和ucfem 。 | | 8. | Based on the biot ' s effective stress theory , and with the method of numerical value experiment , the thesis has studied the microcosmic mechanism of affecting the effective stress coefficient , i . e the microcosmic mechanism of effective stress law by using the elasticity distortion ' s simulating software which is compiled with the method of finite elements . it has been done from the two aspects of affecting the elasticity distortion of rock comprising the insides causation which is the existing configuration of hole and cranny in rock and the outsides causation include the outside pressure and the liquid pressure inside the rock
本文基于比奥的有效应力原理，利用有限单元法的弹性变形模拟软件，通过数值实验的方法，从影响岩石变形的内、外两方面的因素?即内在孔隙裂隙赋存形态和其所受的外载荷及孔隙流体压力出发，研究了影响有效应力系数变化的细观机理，即有效应力规律的细观机理。 |
- Similar Words：
- "有效应力定律" Chinese translation, "有效应力集中系数" Chinese translation, "有效应力路径" Chinese translation, "有效应力破坏包线" Chinese translation, "有效应力强度参数" Chinese translation, "有效应力张量" Chinese translation, "有效营养物" Chinese translation, "有效营业载荷" Chinese translation, "有效迎角" Chinese translation, "有效硬化深度" Chinese translation
|
|
|
