An analytical method is derived for the thermal consolidation of a hollow cylinder saturated porous medium with infinite length. In the coupled governing equations of linear isotropic porous thermoelastic medium
the influences of thermo-osmosis effect and thermal filtration effect are introduced. The solutions in Laplace transform space are first obtained and then numerically inverted by Stehfest method. These solutions consider the variable thermal loading and variable mechanical loading applied on the inner and outer pervious surface of the hollow cylinder with time. Finally
the evolutions of temperature
pore water pressure and displacement along radial direction with time are analyzed by a typical numerical example
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Analytical solution for one-dimensional transient seepage of water in the unsaturated vegetated soil considering the effects of roots on hydrological properties
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Related Author
ZHANG Zhi-qing
LIU Xin
LIU Kai-fu
WU Jun-tao
WU Wen-bing
WANG Hao
HOU Hong-bing
JIANG Wen-hao
Related Institution
School of Architecture and Energy Engineering, Wenzhou University of Technology
College of Marine Science and Technology, China University of Geosciences
School of Civil Engineering and Architecture, Zhejiang Sci-Tech University
College of Civil Engineering and Architecture, Zhejiang University
Faculty of Engineering, China University of Geosciences