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Stability analysis of unsaturated soil slope during rainfall infiltration using coupled liquid-gas-solid three-phase modelOACSCDCSTPCD

Stability analysis of unsaturated soil slope during rainfall infiltration using coupled liquid-gas-solid three-phase model

Dong-mei Sun;Xiao-min Li;Ping Feng;Yong-ge Zang

State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China

Coupled liquid-gas-solid three-phase modelPore-air pressureUnsaturated soil slope stabilityRainfall infiltration

Coupled liquid-gas-solid three-phase modelPore-air pressureUnsaturated soil slope stabilityRainfall infiltration

《水科学与水工程》 2016 (3)

充气法防治华北平原区咸水下移的初步研究

183-194,12

This work was supported by the National Natural Science Foundation of China (Grants No.51579170 and 51179118) and the Science Fund for Crea-tive Research Groups of the National Natural Science Foundation of China (Grant No.51321065)

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