Effect of flow-independent viscosity on the propagation behavior of Rayleigh wave in partially saturated soil based on the fractional standard linear solid model
Hongbo Liu, Guoliang Dai, Fengxi Zhou, Xiaolin Cao, Liye Wang
Topics & Concepts
ViscoelasticityMechanicsRayleigh waveConstitutive equationWave propagationViscosityRayleigh scatteringRelaxation (psychology)Materials scienceGeotechnical engineeringThermodynamicsPhysicsGeologyOpticsFinite element methodPsychologySocial psychologyNumerical methods in engineeringGeotechnical Engineering and Underground StructuresDam Engineering and Safety