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Numerical investigation on the effect of variation of water level on the stability of soil-cement column reinforced waterway side slope
International Journal of Heat and Technology
The variation of water level caused by the impoundment of approach channel for navigation and reservoirs flood relief, will lead to a changing of the water level outside the bank slope and the pore water pressure field inside the slope which handicapped the stability of bank slope. In this paper, ABAQUS finite element software considering the stress-seepage coupling was employed to figure out the influence of variation of water level on the stability of cement shear wall reinforced approachdoi:10.18280/ijht.330146 fatcat:776fopivtbhv7higjlph2q4lre