RESEARCH ON CHARACTERISTICS OF POROUS FOUNDATION SUBJECTED TO MOVING LOADS BASED ON GENERALIZED THERMOELASTIC THEORY
LU Zheng1，YAO Hailin1，LIU Ganbin2，LUO Xingwen1
(1. State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，Wuhan，Hubei 430071，China；2. Faculty of Architectural，Civil Engineering and Environment，Ningbo University，Ningbo，Zhejiang 315211，China)
Abstract：The characteristics of porous elastic medium subjected to harmonic strip moving load are investigated analytically in the context of generalized thermoelastic theory by introducing relaxation time. The material of foundation，obeying Biot¢s dynamic poroelastic theory，is idealized as a uniform，fully saturated poroelastic half- space stratum. The coupled thermo-hydro-mechanical governing equations are derived by modifying Biot¢s dynamic poroelastic theory. The general solutions of temperature increment，stress，displacement and pore water pressure are obtained by employing Fourier transform. Considering the heat source acted on the surface of foundation and mixed boundary condition，analytical solutions in the form of integral are derived using the inverse method. Numerical results are obtained by using inverse Fourier transform and adaptive quadrature algorithm. The calculating results can be degenerated to the corresponding classical Flamant solution of static problem. Furthermore，the influence of the different heat source conditions on the temperature increment，stress，displacement and pore water pressure is discussed. Computing results show that the temperature increment is slightly affected by the heat source condition；and the distributions of stress，displacement and pore water pressure are obviously influenced by the heat source.
卢正，姚海林，刘干斌，骆行文. 基于广义热弹性理论的多孔地基在移动荷载 作用下的特性研究[J]. 岩石力学与工程学报, 2009, 28(S2): 4014-4020.
LU Zheng1，YAO Hailin1，LIU Ganbin2，LUO Xingwen1. RESEARCH ON CHARACTERISTICS OF POROUS FOUNDATION SUBJECTED TO MOVING LOADS BASED ON GENERALIZED THERMOELASTIC THEORY. , 2009, 28(S2): 4014-4020.
