Stable response of axisymmetric two-phase water-saturated soil.
Biot's dynamic consolidation equations and Hankel transform were used to derive the integral solutions of stress and displacement for axisymmetric harmonic excitations in the two-phase saturated soil with subjacent rock-stratum. The influence of the coefficient of permeability and loading frequency on the soil displacement at the ground surface were studied. The results showed that higher loading frequency led to more dynamic characteristics; and that the effect of the soil permeability was more obvious at higher frequencies.
Cai
Yuan-qiang
YQ
Institute of Geotechnical Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310016, China. caiyq@cls.zju.edu.cn
Meng
Kai
K
Xu
Chang-jie
CJ
D000042:Absorption; D019245:Compressive Strength; D004548:Elasticity; D008956:Models, Chemical; D009038:Motion; D016062:Porosity; D011312:Pressure; D012212:Rheology / Q000379:methods*; D012987:Soil / Q000032:analysis*; D014732:Vibration; D014867:Water / Q000737:chemistry*; D016474:Weight-Bearing
D012987:Soil; D014867:Water