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时间:2020-05-20
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1、广义连续统力学generalizedcontinuummechanics简单物质simplematerial纯力学物质purelymechanicalmaterial微分型物质materialofdifferentialtype积分型物质materialofintegraltype混合物组份constituentsofamixture非协调理论incompatibilitytheory微极理论micropolartheory决定性原理principleofdeterminism等存在原理princi
2、pleofequipresence局部作用原理principleofobjectivity客观性原理principleofobjectivity电磁连续统理论theoryofelectromagneticconti-nuum内时理论endochronictheory非局部理论nonlocaltheory混合物理论theoryofmixtures里夫林-矣里克森张量Rivlin-Ericksentensor声张量acoustictensor半向同性张量hemitropictensor各向同性张量iso
3、tropictensor应变张量straintensor伸缩张量stretchtensor连续旋错continuousdislination连续位错continuousdislocation动量矩平衡angularmomentumbalance余本构关系complementaryconstitutiverela-tions共旋导数co-rotationalderivative,Jaumannderivative非完整分量anholonomiccomponent爬升效应climbingeffect协调
4、条件compatibilitycondition错综度complexity当时构形currentconfiguration能量平衡energybalance变形梯度deformationgradient有限弹性finiteelasticity熵增entropyproduction标架无差异性frameindifference弹性势elasticpotential熵不等式entropyinequality极分解polardecomposition低弹性hypoelasticity参考构形referen
5、ceconfiguration响应泛函responsefunctional动量平衡momentumbalance奇异面singularsurface贮能函数stored-energyfunction内部约束internalconstraint物理分量physicalcomponents本原元primitiveelement普适变形universaldeformation速度梯度velocitygradient测粘流动viscometricflow当地导数localderivative岩石力学rock
6、mechanics原始岩体应力virginrockstress构造应力tectonicstress三轴压缩试验three-axialcompressiontest三轴拉伸试验three-axialtensiletest三轴试验triaxialtest岩层静态应力lithostaticstress吕荣lugeon地压强geostaticpressure水力劈裂hydraulicfracture咬合[作用]interlocking内禀抗剪强度intrinsicshearstrength循环抗剪强度cyc
7、licshearstrength残余抗剪强度residualshearstrength土力学soilmechanics孔隙比voidratio内磨擦角angleofinternalfriction休止角angleofrepose孔隙率porosity围压ambientpressure渗透系数coefficientofpermeability[抗]剪切角angleofshearresistance渗流力seepageforce表观粘聚力apparentcohesion粘聚力cohesion稠度cons
8、istency固结consolidation主固结primaryconsolidation次固结secondaryconsolidation固结仪consolidometer浮升力uplift扩容dilatancy有效应力effectivestress絮凝[作用]flocculation主动土压力activeearthpressure被动土压力passiveearthpressure土动力学soildynamics应力解除stressrelief次时间效应second
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