固结有效应力原理的英文

• principle of effective stress

• "固结"英文翻译    concretion; consolidation; i ...
• "有效"英文翻译    effective; valid; efficaciou ...
• "应力"英文翻译    stress; strain; tension; cha ...
• "原理"英文翻译    principle; tenet; axiom; the ...
• "有效应力原理" 英文翻译 :    principle of effective stress
• "抗剪强度有效应力原理" 英文翻译 :    principle of effective stress
• "虚应力原理" 英文翻译 :    principle of virtual stress
• "初有效应力" 英文翻译 :    initial effective stress
• "有效应力" 英文翻译 :    actual stress; effective stress; ffective stress
• "有效应力参数" 英文翻译 :    effective stress parameters
• "有效应力定律" 英文翻译 :    effective stress law
• "有效应力路径" 英文翻译 :    effective stress path
• "有效应力张量" 英文翻译 :    effective stress tensor
• "动力有效应力法" 英文翻译 :    dynamic effective stress method
• "有效应力集中系数" 英文翻译 :    kf; notch coefficient
• "有效应力破坏包线" 英文翻译 :    effective stress failure envelope
• "有效应力强度参数" 英文翻译 :    effective stress strength parameter
• "地基应力和变形有效应力" 英文翻译 :    effective stress
• "喷气升力原理" 英文翻译 :    jet-lift principle
• "窦房结有效不应期" 英文翻译 :    sinus node effective refractory phase
• "剪胀抗剪强度有效应力法" 英文翻译 :    effective stress approach of shear strength
• "抗剪强度有效应力法" 英文翻译 :    effective stress approach of shear strength
• "固结原理" 英文翻译 :    consolidation theory; theory of consolidation
• "固结应力" 英文翻译 :    consolidation stress
• "效应力" 英文翻译 :    efficacy

• 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。