For the u-w and u-p formulations of 1-D harmonic response in saturated soil
a fourth order equation can be derived through these second order equations by elimination. General solution can be derived by solving this fourth order equation. For a special boundary value problem
analytical solution
which satisfies the boundary conditions
can be reached by solving the linear equations that include these boundary conditions. This analytical solution can be used in several research aspects of dynamic response in saturated soil.
Analysis of the horizontal vibration of an end-bearing pile embedded in a transversely isotropic soil
Analytical solution for one-dimensional transient seepage of water in the unsaturated vegetated soil considering the effects of roots on hydrological properties
Analytical solution for consolidation of composite foundation with sand drains and cement-soil mixing piles
Analytical solution for consolidation of sand-drained foundation with bottom vacuum preloading method
Study of simplifying solution to consolidation of composite ground with partially penetrated granular columns
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