Articles | Volume 382
https://doi.org/10.5194/piahs-382-515-2020
https://doi.org/10.5194/piahs-382-515-2020
Pre-conference publication
 | 
22 Apr 2020
Pre-conference publication |  | 22 Apr 2020

Three-dimensional fully coupled study of groundwater seepage and soil deformation under the action of cyclic pumping and recharge

Zujiang Luo, Di Ning, Zhao Li, and Xiaowei Tian

Cited articles

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. 
Miao, J. F., Wu, L. G., and Duan, G. X.: The Mechanism of Soil Deformation due to Pumping & Recharging, Shanghai Geol., 1, 10–15, 1996. 
Phien-Wej, N., Giao, P. H., and Nutalaya, P.: Field experiment of artificial recharge through a well with reference to land subsidence control, Eng. Geol., 50, 187–201, 1988. 
Su, H. Y.: Investigation of the Deformation Characteristics of Various Soil Stata under the Influence of Pumping out & back of Groundwater in Shanghai, Chinese J. Geotech. Eng., 1, 24–35, 1979. 
Wu, J. Z., Wang, H. M., and Yang, T. L.: Experimental Research on Artifical Recharge to Shallow Aquifer to Control Land Subsidence due to Construction in Shanghai City, Geoscience, 23, 1194–1200, 2009.