简介:Wavediffractionoftwoconcentricporouscylinderswithvaryingporositywasstudiedbyusingananalyticalmethodbasedoneigenfunctionmatching.Thefluiddomainaroundthecylindersisdividedintothreesub-domainsandineachsub-domainaneigenfunctionexpansionofthevelocitypotentialisobtainedbysatisfyingtheLaplaceequation,theboundaryconditionsonthefreesurfaceandontheseabed.Theunknowncoefficientsofeigenfunctionexpansionsaredeterminedbyboundaryconditionsontheporoushulls.Inthepaper,theboundaryconditionsarebasedupontheassumptionthattheflowintheporousmediumisgovernedbyDarcy’slaw.Twoporous-effectparametersappliedontwoporouscylindersarefunctionsoftheverticalcoordinateinsteadoftheconstant.Waveloadingontheouterandinnercylinderispresentedinthenumericalresults.
简介:为了更好地确定含水率对级配碎石动回弹模量的影响,通过室内动三轴试验测定得到不同含水率和应力状态下级配碎石材料的动回弹模量。试验分析可得,随着含水率的不断增加,级配碎石动回弹模量逐渐减小,在98%的压实度下,当含水率从OMC+1%减小到OMC-1%时,级配碎石动回弹模量平均增大幅度为20.9%;当含水率从OMC减小到OMC-1%时,级配碎石动回弹模量平均增大幅度为14.6%。在沥青路面结构设计中,采用的动回弹模量是基于最佳含水率条件下的试验值,研究表明:道路运营期间的级配碎石含水率往往大于设计时采用的最佳含水率,其动回弹模量小于设计采用的动回弹模量值;动回弹模量的折减会削弱改善路基的效果,难以发挥提高路基顶面回弹模量的改善作用,可能造成路面结构早期破坏。