Articles | Volume 382
https://doi.org/10.5194/piahs-382-375-2020
https://doi.org/10.5194/piahs-382-375-2020
Pre-conference publication
 | 
22 Apr 2020
Pre-conference publication |  | 22 Apr 2020

Influence of pore water pressure change on consolidation behavior of saturated poroelastic medium

Chao-Lung Yeh, Wei-Cheng Lo, Cheng-Wei Lin, and Chung-Feng Ding

Related authors

Effects of bottom topography on dynamics of river discharges in tidal regions: case study of twin plumes in Taiwan Strait
K. A. Korotenko, A. A. Osadchiev, P. O. Zavialov, R.-C. Kao, and C.-F. Ding
Ocean Sci., 10, 863–879, https://doi.org/10.5194/os-10-863-2014,https://doi.org/10.5194/os-10-863-2014, 2014

Cited articles

Biot, M. A.: General theory of three-dimensional consolidation, J. Appl. Phys., 12, 155–164, 1941. 
Lo, W. C., Sposito, G., and Majer, E.: Wave propagation through elastic porous media containing two immiscible fluids, Water Resour. Res., 41, W02025, https://doi.org/10.1029/2004WR003162, 2005. 
Lo, W. C., Yeh, C. L., and Tsai, C. T.: Effect of soil texture on the propagation and attenuation of acoustic wave at unsaturated conditions, J. Hydrol., 338, 273–284, 2007. 
Lo, W. C., Sposito, G., and Chu, H.: Poroelastic theory of consolidation in unsaturated soils, Vadose Zone J., 13, 5, https://doi.org/10.2136/vzj2013.07.0117, 2014. 
Luo, Z. J. and Zeng, F.: Finite element numerical simulation of land subsidence and groundwater exploitation based on visco-elastic-plastic Biot's consolidation theory, J. Hydrodynam., 23, 615–624, 2011.